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Home My WebLink AboutB - Righetti Community Park Project PlansReference Documents:City Standard Specifications - August 2020 EditionCity Engineering Standards - August 2020 EditionSAN LUIS OBISPO COUNTY, CALIFORNIARIGHETTI RANCHCOMMUNITY PARKAPPROVED BYSPECIFICATION NO.DATESHEETBrian A. Nelson, City Engineer R.C.E. C79870 Approved DateMARCG xx, 20252000057-02FILE NO./LOCATIONNo. C 79870B R IAN A. NELSONCIVILR EGISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FORN IA G0011417-11-01G001TITLE SHEETG002BID ALTERNATESG003GENERAL NOTES & ABBREVIATIONSG004GENERAL NOTES & STORMWATER COMPLIANCEG101PROJECT REFERENCE PLANG102SITE ACCESSIBILITY PLANG103FIRE ACCESSIBILITY PLANG104ABBREVIATIONS, GENERAL NOTES, SYMBOLS, ANDCODE ANALYSISG-201CAL GREEN REQUIREMENTSG-202CAL GREEN REQUIREMENTSG-203CAL GREEN REQUIREMENTSCIVIL ENGINEERING PLANSCD101 EXISTING CONDITIONSCS101 SITE PLANCS102 SITE PLANCS103SITE PLANCS104SITE PLANCG101GRADING AND DRAINAGECG102GRADING AND DRAINAGECG103GRADING AND DRAINAGECG104GRADING AND DRAINAGECG105WALL PROFILESCE001 EROSION CONTROL NOTES & DETAILSCE101EROSION CONTROL PLANCE102 EROSION CONTROL PLANCE103EROSION CONTROL PLANCE104EROSION CONTROL PLANCC501CONSTRUCTION DETAILSCC502CONSTRUCTION DETAILSCC503CONSTRUCTION DETAILSCC504CONSTRUCTION DETAILSCC505CONSTRUCTION DETAILSCC506CONSTRUCTION DETAILSLANDSCAPE ARCHITECTURE PLANSLC001MASTER CONSTRUCTION SCHEDULELC002MASTER CONSTRUCTION SCHEDULELC101CONSTRUCTION PLANLC102 CONSTRUCTION PLANLC103 CONSTRUCTION PLANLC104 CONSTRUCTION PLANLC401ENLARGEMENT - MULTI SPORT COURTSLC402ENLARGEMENT - PICKLEBALL COURTSLC403ENLARGEMENT - TENNIS COURSLC404ENLARGEMENT - PLAYGROUNDLC405ENLARGEMENT - PLAY EQUIPMENT PLANLC501-513CONSTRUCTION DETAILSLC701-709MANUFACTURER CUTSHEETSLI001 IRRIGATION NOTES, SCHEDULE & CALCUATIONSLI101IRRIGATION PLANLI102IRRIGATION PLANLI103IRRIGATION PLANLI104 IRRIGATION PLANLI501IRRIGATION DETAILSLP001PLANTING NOTES, SCHEDULE & DETAILSLP002PLANTING SCHEDULELP101 PLANTING PLANLP102PLANTING PLANLP103PLANTING PLANLP104PLANTING PLANARCHITECTURAL PLANS (RESTROOMS)A101 FLOOR PLANA111 REFLECTED CEILING PLANA121 ROOF PLANA201 EXTERIOR ELEVATIONS SOUTHA202 EXTERIOR ELEVATIONS NORTHA301 BUILDING SECTIONSA501 FINISH PLANSA511 INTERIOR ELEVATIONSA512INTERIOR ELEVATIONSA601 DOOR AND LOUVER SCHEDULESA901ACCESSIBILITY DETAILSA902ACCESSIBILITY DETAILSA903DETAILSA904DETAILSSTRUCTURAL ENGINEERING PLANSS101SHEET INDEX, ABBREVIATIONS & SYMBOLSS102GENERAL NOTESS103GENERAL NOTESS104GENERAL NOTES & SPECIAL INSPECTIONS& TESTSS201FOUNDATION PLANS202ROOF FRAMING PLANS203ABUTMENT PLANSS221 ELEVATIONS BLDG-1S222ELEVATIONS BLDG-2S301TYPICAL CONCRETE DETAILSS302TYPICAL CONCRETE DETAILSS303TYPICAL CONCRETE DETAILSS311CONCRETE DETAILSS312CONCRETE DETAILSS321CMU FOUNDATION DETAILSS322MASONRY DETAILSS331BRIDGE ABUTMENT DETAILSS332BRIDGE ABUTMENT DETAILSS401TYPICAL MASONRY DETAILSS402TYPICAL MASONRY DETAILSS403TYPICAL MASONRY DETAILSS601TYPICAL WOOD DETAILSS602TYPICAL WOOD DETAILSS603TYPICAL WOOD DETAILSS604TYPICAL WOOD DETAILSS605TYPICAL WOOD DETAILSS621ROOF FRAMING DETAILSSPORT COURT POST TENSION PLANSPT001STRUCTURAL GENERAL NOTESPT002STRUCTURAL GENERAL NOTESPT101TYPICAL DETAILSPT102TYPICAL DETAILSPT201POST-TENSIONED SLAB-ON-GRADE-KEY PLANPT301TENDON LAYOUT PLAN - BASKETBALL COURTSPT302TENDON LAYOUT PLAN - TENNIS COURTPT303TENDON LAYOUT PLAN - PICKLEBALL COURTSPT401STRUCTURAL DETAILSELECTRICAL PLANSE001GENERAL ELECTRICAL NOTES, LEGEND, ANDABBREVIATIONSE002ELECTRICAL SINGLE LINE DIAGRAME003ELECTRICAL PANEL SCHEDULESE004FIXTURE SCHEDULESE101PARTIAL ELECTRICAL SITE PLAN - AREA AE102PARTIAL ELECTRICAL SITE PLAN - AREA BE103PARTIAL ELECTRICAL SITE PLAN - AREA CE104PARTIAL ELECTRICAL SITE PLAN - AREA DE201RESTROOMS ELECTRICAL PLANSE202TYPICAL BRIDGE ELECTRICAL PLANSE301ELECTRICAL DETAILSE302ELECTRICAL DETAILSE303ELECTRICAL DETAILSE304EXTERIOR LIGHTING CUTSHEETSE305 INTERIOR LIGHTING CUTSHEETSE306ELECTRIC VEHICLE CHARGING STATION CUT SHEETRESTROOM PLUMBING PLANSP-000 PLUMBING GENERALP-001 PLUMBING DETAILSP-200PLUMBING PLANS - WASTE & VENTP-201PLUMBING PLANS - WATERBIKE PARK PLANSBP-1.0BIKE PARK - GENERAL NOTESBP-2.0BIKE PARK - CONSTRUCTION PLANBP-3.0BIKE PARK - LAYOUT PLANBP-4.0BIKE PARK - ROUGH GRADING PLANBP-4.1BIKE PARK - FINE GRADING & DRAINAGE PLANBP-5.0BIKE PARK - MATERIALS PLANBP-5.1BIKE PARK - PAINTING PLANBP-6.0BIKE PARK - DETAILSBP-7.0BIKE PARK - DETAILSBP-7.1BIKE PARK - DETAILSindex to planssheet no.description100% CONSTRUCTIONDRAWINGSPhone:Fax:OWNERCity of San Luis Obispo Public Works990 Palm StreetSan Luis Obispo, CA 93401Shelsie Moore, Supervising Civil Engineer805-783-7735Phone:Fax:ARCHITECT / LANDSCAPE ARCHITECT / CIVIL / STRUCTURALRRM Design Group3765 S. Higuera St. Ste 102San Luis Obispo, CA 93401(805) 543-1794(805) 543-4609Phone:Fax:ELECTRICAL ENGINEERThoma Electric3562 Empleo St., Ste. CSan Luis Obispo, CA 93401Christopher Jose(805) 543-3850SCOPE OF WORKPROJECT GENERALLY INCLUDES, BUT IS NOT LIMITED TO:·DEMOLITION OF EXISTING SITE INCLUDING REMOVAL OF EXISTING VEGETATION INIMPROVEMENT AREAS OUTSIDE OF CREEK LIMITS.·CONSTRUCTION GENERALLY INCLUDES THE FOLLOWING AMENITIES: BASKETBALL, TENNIS,BOCCE AND PICKLEBALL COURTS, PICNIC AREAS, PLAYGROUND, SOCCER FIELD, BIKEPUMP TRACK, BIKE SKILLS COURSE, TWO RESTROOM BUIDLINGS, AND PARKING LOTS.·CONSTRUCTION OF BIO-RETENTION TREATMENT AREAS AND BASINS.·THREE (3) PRE-FABRICATED BRIDGES AND CONCRETE ABUTMENTS·SITE UTILITIES, INCLUDING NEW POTABLE & RECYCLED WATER, SEWER, AND ELECTRICAL.·SITE FURNISHINGS, INCLUDING BENCHES, TABLES, WASTE RECEPTACLES, DRINKINGFOUNTAIN, AND LIGHT POLES.·NEW LANDSCAPING AND IRRIGATION IMPROVEMENTS.PROJECT DIRECTORYDEFERRED SUBMITTALSCONTRACTOR SHALL PROVIDE FULL PRODUCT SUBMITTALDOCUMENTS REQUIRED FOR CITY APPROVAL INCLUDINGCUT-SHEETS, WARRANTY, INSTALLATION INSTRUCTIONS, STAMPEDSTRUCTURAL CALCULATIONS, SITE LAYOUT FOR EACH OF THEFOLLOWING:1.PRE-FABRICATED SHADE STRUCTURES2.PLAY EQUIPMENT3.PRE-FABRICATED BRIDGE STRUCTURES #1, #2, #34.BRIDGE ABUTMENTS & ABUTMENT FOUNDATIONS Chris Dufour, Project Manager (PRIMARY CONTACT)Phone:Fax:PUMP TRACK ENGINEERWORMHOUDT INC849 Almar Ave. Suite 280Santa Cruz, CA 95060Zachary Wormhoudt(831) 426-8424DATUM:TOPOGRAPHIC SURVEYPREPARED BY:RRM DESIGN GROUPDATE:JANUARY, 2016PROJECT No.:1417-11-RC22SURVEY NOTES1.ALL MEASUREMENTS LISTED, SHOWN ANDREPRESENTED HEREON ARE BASED ON GROUNDDISTANCES.2.THE CONTOUR INTERVAL IS 1 FOOT.3.UNDERGROUND UTILITY LOCATIONS ARE PLOTTEDBASED ON ABOVE GROUND SURFACE STRUCTURESAND PUBLIC IMPROVEMENT PLANS PREPARED BYCANNON ASSOCIATES FOR TRACT 3063 PHASE 1.ADDITIONAL UNDERGROUND UTILITY LINES MAY EXIST.FOR MORE INFORMATION REGARDING UTILITYLOCATION, SIZE, DEPTH, CONDITION, AND CAPACITYCONTACT UTILITY OR MUNICIPAL/PUBLIC SERVICEFACILITY.CORDINATES SHOWN ARE BASED ON HORIZONTAL CONTROL POINTS8097 & 8208 AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO 2007HORIZONTAL CONTROL NETWORK (NORTH AMERICAN DATUM OF 1983(NAD83) EPOCH DATE 1991.35, ZONE 5 CALIFORNIA).THE BASIS OF BEARINGS SHOWN ARE BASED ON TRACT MAP3063-PHASE 1 FILED IN BOOK 37 OF MAPS AT PAGES 59 THROUGH 71 INTHE COUNTY RECORDER'S OFFICE, COUNTY OF SAN lUIS OBISPO, STATEOF CALIFORNIA.ELEVATIONS SHOWN ARE BASED ON THE CITY OF SAN LUIS OBISPO 2007BENCH MARK SYSTEM, BM NO. 397, BEING A LEAD AND TACK AT THEBCR OF THE SOUTHWEST CORNER OF TANK FARM ROAD ANDBROOKPINE STREET. ELEVATION = 258.00' (NAVD88)Phone:Fax:MECHANICAL ENGINEER3CE1500 Palm St.San Luis Obispo, CA 93401Denver Stanger(805) 540-5388sheet no.descriptionsheet no.descriptionSTORMWATERWDID NUMBER - STOP>>>>>>>>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKNOPARKINGNOPARKINGNOPARKINGEV CHARGINGEV CHARGINGEV CHARGINGEV CHARGINGEVNOPARKINGEV CHARGINGEV CHARGINGROW 1 SEATROW 2 SEAT ROW 3 SEATNOPARKINGNOPARKINGROW 1 SEAT ROW 2 SEATROW 3 SEAT EVEVEVC R E E K C H A N N E LC R E E K C H A N N E LC R E E K C H A N N E LC R E E K C H A N N E L0'-6 12 "S I D E W A L KS I D E W A L KS I D E W A L K PLPLPLPLPL PLPLPL PLPLPLPLPLPLPLLOWLOW LOWLOWLOWLO W LOWLOW LOWLOW LOWLOWLOWLOWLOW LOWLOWLOWEVEVEVEVEV321LOW PL LOW LOWLOWPLC R E E K C H A N N E LC R E E K C H A N N E LLOWEV CHARGINGEVEV(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)PUEPUE PUEPUE XXXXXXXXXGGRWRWRWRWRWTIBURON WAYRANCH HOUSE ROADTWIN C R E E K R D G002BID ALTERNATES BID ALTERNATE APPROXIMATE BOUNDARIESLEGENDN:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\GS-1417-11-C.dwg, G002, Mar 31, 2025 5:08pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22MARCH 31, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MP060120180feet1"=60'4020BID ALTERNATE #3BASE BIDBID ALTERNATE #1BID ALTERNATE #4BID ALTERNATE #2THE PROJECT SHALL BE BID BASED ON LIMITS SHOWN ON THIS PAGE.BASE BID:LOWER PARKING LOT AND MAIN ENTRANCELOWER (MAIN) RESTROOMMAIN NATURAL GRASS FIELDPLAYGROUNDPICNIC PAVILIONCREEK LANDSCAPE IMPROVEMENTSWESTERN BRIDGE #1 ABUTMENTWESTERN BRIDGE #2 ABUTMENTALTERNATE #1:PICKLEBALL COURTSCREEK LANDSCAPE IMPROVEMENTSALTERNATE #2:UPPER PARKING LOT AND SECONDARY ENTRANCEBASKETBALL & FUTSOL COURTSBOCCE COURTSBRIDGE #1 & ABUTMENTSUPPER RESTROOMCREEK LANDSCAPE IMPROVEMENTSALTERNATE #3:BIKE PUMP & SKILLS TRACK AREABRIDGE #2 & ABUTMENTSCREEK LANDSCAPE IMPROVEMENTSALTERNATE #4:SOUTHEAST PARKING EXTENSIONTENNIS COURTSPASSIVE LAWN AREA & SHADE PAVILIONCREEK LANDSCAPE IMPROVEMENTSBRIDGE #3 & ABUTMENTSBIDDING INSTRUCTIONS >>^^^^SDWSSPROPERTY/RIGHT-OF-WAY LINECENTER LINESAWCUT AND CONFORM LINELIMIT OF WORKFENCE LINEFLOW LINEGRADE BREAKTREE PROTECTION ZONESTRIPINGTYPE II SLURRY SEALEXISTING POLE LIGHTPROPOSED POLE LIGHTSTORM DRAIN LINEWATER LINESEWER LINEEXISTING SEWER MANHOLEEXISTING SIGNEXISTING WATER VALVEEXISTING CLEANOUTEASEMENT LINERECYCYLED WATER LINESTORM DRAIN INLETATRIUM GRATEEXISTING WATEREXISTING SEWERCOSROWLIMIT OF WORKGBWSSRWWSSSDOHEXISTING WATEREXISTING SEWEREXISTING STORM DRAINEXISTING OVERHEAD LINESEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURCMU RETAINING WALLALLEN BLOCK GRAVITY RETAINING WALLCIP RETAINING WALL3153153153151.ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE PLANS, SPECIAL PROVISIONS PREPARED FOR THISPROJECT AND THE 2020 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, INCONJUNCTION WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS ANDSTANDARD PLANS, 2015 EDITION (UNREVISED), AND LATEST EDITION OF CALIFORNIA MUTCD.2.NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE CITY ENGINEERING DEPARTMENT. ANYCONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY ENGINEER WILL BE REJECTEDAND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK.3.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OFNORTHERN/CENTRAL CALIFORNIA" BY PHONE AT 8-1-1, A MINIMUM OF FORTY-EIGHT (48) HOURS PRIOR TO START OFCONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES.CONTRACTOR OR PERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V.,WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.4.THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES IN THE VICINITY OF THE PROPOSED WORK SUCH AS EXISTINGIRRIGATION HEADS AND LINES, SHRUBBERY AND VEGETATION, ETC. THE CONTRACTOR MUST USE CARE TO AVOIDDAMAGE TO ANY EXISTING IMPROVEMENTS OR VEGETATION IN THE VICINITY OF THE WORK, AND MUST REPAIR ANYFACILITIES DAMAGE DURING CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER.3.FOR ANY PUBLIC IMPROVEMENT TO BE MAINTAINED BY THE CITY, IF ENVIRONMENTAL PERMITS FROM THE U.S. ARMYCORPS OF ENGINEERS, THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD/STATE, OR THE CALIFORNIADEPARTMENT OF FISH & GAME ARE REQUIRED, THE DEVELOPER SHALL EITHER SUBMIT A COPY OF ALL SUCHCOMPLETED PERMITS TO THE CITY DEPARTMENT OF PUBLIC WORKS OR DOCUMENT THAT THE REGULATORY AGENCIESDETERMINED THAT SAID PERMIT IS NOT REQUIRED; PRIOR TO TO ACCEPTANCE OF THE COMPLETED IMPROVEMENTSFOR CITY MAINTENANCE AND RELEASE OF IMPROVEMENT SECURITY. ANY MITIGATION MONITORING REQUIRED BYSAID PERMIT WILL REMAIN THE RESPONSIBILITY OF THE DEVELOPER.4.WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION IT MUST BE DONE IN A MANNER TOREMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING IN AN ATTRACTIVECONDITION. CONTRACTOR MUST COORDINATE WITH CITY ARBORIST PRIOR TO TRIMMING OF ANY VEGETATION.5.PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER TRIMMING AND CONSTRUCTIONTECHNIQUES WHENEVER POSSIBLE PER CITY STD SECTION 20.6.CONSULT WITH WITH THE CITY'S ARBORIST PRIOR TO PRUNING OR WORKING WITHIN THE DRIPLINE OF ANY TREE. ALLPRUNING OF TREES SHALL BE KEPT TO A MINIMUM AND MUST FOLLOW CITY OF SAN LUIS OBISPO STANDARDS.7.NO TREES, OTHER THAN THOSE INDICATED ON THE DRAWINGS, SHALL BE REMOVED WITHOUT PRIOR APPROVAL OF THECITY.8.NO MATERIALS OR EQUIPMENT SHALL BE STORED WITHIN THE DRIPLINE OF ANY TREE.9.THESE PLANS DO NOT INDICATE OVERHEAD LINES. CONTRACTOR SHALL TAKE CARE DURING CONSTRUCTION TOAVOID CONTACT WITH OR DAMAGE TO EXISTING OVERHEAD LINES.10.NO GRADING OR DISTURBANCE IS ALLOWED WITHIN EXISTING CREEK CHANNEL. SEE LIMITS SHOWN ON PLANS.11.CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVINGLOCATED ALL UNDERGROUND UTILITIES AND RELATED FACILITIES AND FOR PROTECTING SAME DURING THE COURSE OFCONSTRUCTION. ALL UTILITIES THAT ARE NOT A MEMBER OF USA MUST ALSO BE NOTED.12.ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BECOMPLETELY RESTORED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S SOLE EXPENSE.13.CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND AGENCIES WITH SERVICES IN THE AREA PRIOR TOCOMMENCING CONSTRUCTION ACTIVITIES AND COORDINATE WITH THE UTILITY COMPANIES AFFECTED BYCONSTRUCTION.14.PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLCOSTS ASSOCIATED WITH THE REPLACEMENT OF DAMAGED OR DISPLACED SURVEY MONUMENTS AND SHALL NOTIFYTHE CITY FIVE (5) WORKING DAYS PRIOR TO RESTORING MONUMENTS. MONUMENTS SHALL BE RESET BY A CALIFORNIALICENSED LAND SURVEYOR AND SHALL INCLUDE PREPARING AND FILING A CORNER RECORD WITH SAN LUIS OBISPOCOUNTY.15.ALL STRIPING AND MARKINGS SHALL BE PER CALTRANS REVISED STANDARD PLANS 2015 -A20A, A20B, A20C, A20D,A24A, A24B, A24C, A24D, AND A24E. ANY STRIPING NOT MARKED FOR REMOVAL SHALL BE PROTECTED IN PLACE. SEESPECIAL PROVISIONS SECTION 84.16.ALL CURB, GUTTER, AND SIDEWALK IMPROVEMENTS SHALL BE COMPLETED PRIOR TO THE START OF PAVING WORK.17.ALL EQUIPMENT SUBMITTALS, INCLUDING PATH/STREET LIGHTING, SIGNS, ETC. SHALL BE APPROVED BY CITY PRIOR TOINSTALLATION.18.CONTRACTOR SHALL USE PRECAUTION TO PREVENT DISRUPTION OF PROJECT SITE IN AREAS OUTSIDE CONSTRUCTIONZONE. DAMAGES SHALL BE REPLACED OR REPAIRED BY CONTRACTOR. CONTRACTOR SHALL SUBMIT VIDEO LOG OFCONSTRUCTION SITE AT START OF CONSTRUCTION AND THROUGHOUT DURATION OF PROJECT.19.THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS BEFORE COMMENCING WORK.20.PROPOSED DEVIATIONS FROM THE PLANS MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL, INCLUDINGFIELD REVISIONS REQUESTED BY THE CITY INSPECTOR.21.THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT, AND METHODS REQUIRED TO PREVENT THEIR OPERATIONSFROM PRODUCING DUST IN AMOUNTS DAMAGING TO PROPERTY, CULTIVATED OR NATIVE VEGETATION, ANDDOMESTIC AND NON-DOMESTIC ANIMALS OR CAUSING A NUISANCE TO PERSONS OCCUPYING BUILDINGS IN THEVICINITY OF THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTINGFROM THEIR OPERATIONS.22.CONSTRUCTION LINE AND GRADE STAKES SHALL BE SET BY A CIVIL ENGINEER OR SURVEYOR LICENSED IN THE STATE OFCALIFORNIA.23.CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING MONUMENTS AND OTHERSURVEY MARKERS. ANY SURVEY MONUMENTS DESTROYED BY THE CONTRACTOR SHALL BE REPLACED INACCORDANCE WITH THE STATE LAND SURVEYORS ACT AT THE CONTRACTOR'S EXPENSE.ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE OR SHALL BE TIED OUT BY A LICENSED LANDSURVEYOR PRIOR TO DISTURBANCE AND THEN REPLACED PRIOR TO OCCUPANCY IN ACCORDANCE WITH SECTION8771 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE. (CHECK WITH NOTE ABOVE)24.ALL PROPERTY CORNER MONUMENTS SHALL BE IN PLACE AND IDENTIFIED AT THE TIME OF THE FOUNDATIONINSPECTION REQUEST.25.ALL PROTECTIVE DEVICES TO BE INSTALLED BY THE CONTRACTOR, SHALL BE IN PLACE AT THE END OF EACH WORK DAY.A SAFE PEDESTRIAN PATH OF TRAVEL SHALL BE PROVIDED AT ALL TIMES TO AND FROM BUILDING ENTRANCES TOPARKING FACILITIES. COORDINATE PEDESTRIAN WALK CLOSURES WITH OWNER PRIOR TO CONSTRUCTION.26.CONTRACTOR SHALL REFER TO MATERIALS SPECIFICATIONS THROUGHOUT THE APPROVED PLAN SET ANDSPECIFICATIONS. ANY SUBSTITUTIONS OF THE MATERIALS SPECIFIED IN THESE DOCUMENTS SHALL REQUIRE WRITTENAPPROVAL FROM THE CITY.27.DURING THE COURSE OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE CITY OF SAN LUIS OBISPOFOR TESTING AND INSPECTION 48 HOURS IN ADVANCE. WORK NOT PROPERLY TESTED AND INSPECTED WILL BESUBJECT TO REJECTION.28.WORK IN AND ALONG PUBLIC STREETS AND PARKING LOTS, ONCE BEGUN, SHALL PROCEED TO COMPLETION WITHOUTDELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO THE PUBLIC.29.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL C OF CI/ASCE 38-02 AS DEFINED IN THE GUIDANCE OF THE EXISTINGUTILITY DATA. CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF LOCATION OF ALL EXISTING UTILITIES INTHE FIELD PRIOR TO CONSTRUCTION. ALL UTILITIES SHALL BE PROTECTED AND REPAIRED BY THE CONTRACTOR IFDAMAGED. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF ALL UTILITY COMPANIES 48 HOURS PRIOR TOTHE BEGINNING OF WORK. BRING ANY CONFLICTS WITH NEW IMPROVEMENTS IMMEDIATELY TO THE ATTENTION OF THECITY.30.CONTRACTOR SHALL PROVIDE A LEGIBLE AND COMPLETE SET OF PLANS IDENTIFYING ALL MODIFICATIONS MADEDURING CONSTRUCTION TO THE CITY FOR THE PREPARATION OF RECORD DRAWINGS.31.RECORD PLANS SHALL BE PREPARED BY THE CONTRACTOR AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEERCERTIFYING THE IMPROVEMENTS AND PREPARING THE RECORD PLANS SHALL BE PRESENT WHEN THE FINAL INSPECTIONIS MADE.32.ALL CONSTRUCTION SHALL CONFORM TO LATEST EDITION OF CALIFORNIA BUILDING CODE TITLE 24.33.THIS PROJECT SHALL COMPLY WITH THE 2022 EDITIONS OF THE CALIFORNIA BUILDING CODE (CBC), CALIFORNIAMECHANICAL CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ELECTRICAL CODE (CEC),CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBS), AND THE CALIFORNIA ENERGY CODE (CENC), ALLAMENDMENTS TO THE CA CODES ADOPTED BY THE CITY OF SAN LUIS OBISPO, AND ALL OTHER CODES, REGULATIONS,AND APPROVALS ESTABLISHED BY THE CITY OF SAN LUIS OBISPO.34.ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THE UTILITIES AND PUBLICWORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE ENGINEERING STANDARDS ANDSPECIFICATIONS.35.A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY, WITHIN CITYEASEMENTS, OR FOR CONNECTIONS FOR PUBLIC UTILITIES. WORK REQUIRING AN ENCROACHMENT PERMIT INCLUDESBUT IS NOT LIMITED TO DEMOLITIONS, UTILITIES, WATER, SEWER, AND FIRE SERVICE LATERALS, CURB, STREET TREEPLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGINGIN THE RIGHT-OF-WAY.CONTACT PUBLIC WORKS INSPECTION HOTLINE AT 805-781-7015 WITH AT LEAST A 48 HOUR NOTICE FOR ANY REQUIREDENCROACHMENT PERMIT INSPECTIONS OR FINAL INSPECTIONS.36.CURB, GUTTER, SIDEWALK, OR DRIVEWAY APPROACH DAMAGED BY THE CONTRACTOR IN THE COURSE OF THEIRWORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE PUBLIC WORKS ENGINEER.37.THE ADJOINING STREET SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD AND CONSTRUCTION DEBRISAT THE END OF EACH DAY.38.A TRAFFIC AND PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEWAND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE.39.PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL SUBMIT AND OBTAIN APPROVAL OF A PEDESTRIAN PROTECTIONPLAN IN CONFORMANCE WITH THE CALIFORNIA BUILDING CODE.40.STORM WATER EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THEBUILDING OFFICIAL AND PUBLIC WORKS ENGINEER DURING ALL DEMOLITIONS, CONSTRUCTION AND GROUNDDISTURBING ACTIVITIES.41.TEMPORARY EROSION CONTROL DEVICES SHALL BE ON SITE DURING CONSTRUCTION ACTIVITY TO BE IMPLEMENTEDPRIOR TO A PREDICTED RAIN EVENT OF 50% PROBABILITY OR GREATER42.CONTRACTOR TO SHALL PREVENT SOIL FROM WASHING ONTO THE SIDEWALK BY EITHER INSTALLING A HEADER BOARD,WALL, BERM, OR PROVIDING A TWO FOOT WIDE LEVEL AREA.GENERAL NOTES & ABREVIATIONSCDDK--N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\G-1417-11-C.dwg, G003, Mar 31, 2025 3:22pm, dknight RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22MARCH 31, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPRCRCAPRCABBREVIATIONSABAGGREGATE BASEACASPHALT CONCRETEAPANGLE POINTARVAIR RELEASE VALVEBCRBEGIN CURVEBWBACK OF WALKCBCATCH BASINCL/CL.CENTERLINE/CLASSCIPCAST IN PLACECMPCORRUGATED METAL PIPECMUCONCRETE MASONRY UNITCONC.CONCRETEDBHDIAMETER AT BREAST HEIGHT [OF A TREE]DIDRAIN INLETDIPDUCTILE IRON PIPEEGEXISTING GRADEEXEXISTINGEL/ELEVELEVATIONEWFENGINEERED WOOD FIBERFDCFIRE DEPARTMENT CONNECTIONFGFINISHED GRADEFLFLOWLINEFLCPFIBER LINED CONCRETE PIPEFSFINISHED SURFACEFSLATFIRE SERVICE LATERALFF/FFEFINISHED FLOOR ELEVATIONFWFIRE WATERFPFINISHED PADGBGRADE BREAKHPHIGH POINTINVINVERT ELEVATIONIPSIRON PIPE SIZEJTJOINT TRENCHLPLOW POINTMAXMAXIMUMMINMINIMUMNTSNOT TO SCALEOUTOUTLET ELEVATIONPLPROPERTY LINEPCLPARCELPCCPORTLAND CEMENT CONCRETEPOCPOINT OF CURVE/POINT OF CONNECTIONPOTPOINT OF TANGENTPRCPOINT OF REVERSE CURVEPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRET. WALLRETAINING WALLRPREDUCED PRESSURERWRECYCLED WATERSDSTORM DRAINSFMSEWER FORCE MAINSLSTREET LIGHT/SERVICE LATERALSSSANITARY SEWERSTASTATIONSTDSTANDARDSTESTREET TREE EASEMENTTBDTO BE DETERMINEDTBMTEMPORARY BENCHMARKTCTOP OF CURBTFTOP OF FOOTINGTPTOP OF PAVEMENTTGTOP OF GRATETYPTYPICALTWTOP OF WALLUONUNLESS OTHERWISE NOTEDWWATERWSEWATER SURFACE ELEVATIONTHE PROJECT CONSISTS OF:·NEW PUBLIC PARK IMPROVEMENTS·PLAY GROUND·RESTROOM FACILITY·PICKLE BALL, BASKETBALL, TENNIS, AND BOCCE COURTS·SHADED PICNIC AREA·LARGE TURF FIELD·NEW IMPERVIOUS AREA OF 161,700 SQ FTTHE PROJECT IS A REGULATED PROJECT SUBJECT TO CENTRAL COAST POST-CONSTRUCTION STORMWATER REQUIREMENT 1AND 2 PER RESOLUTION R3-2013-0032. REFER TO PROJECT STORMWATER CONTROL PLAN APPLICATION FOR FURTHERDETAILS.STORMWATER COMPLIANCEPROJECT SOILS REPORTPREPARED BY:GEOSOLUTIONS, INC.220 HIGH STREETSAN LUIS OBISPO, CA 93401DATE:MARCH 15, 2023PROJECT:SLO7509-15REPORT NAME:SOILS ENGINEERING REPORTRIGHETTI PARKS, BOUNDED BY ORCUTT ROAD & TANK FARM ROADSAN LUIS OBISPO, CALIFORNIAPREPARER:KRAIG R COROZIER, PELICENSE:C61361LEGENDGENERAL CONSTRUCTION NOTESG003 1.ALL GRADING SHALL BE IN CONFORMANCE WITH THE CITY OF SAN LUIS OBISPO GRADING ORDINANCES, THESTANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN, AND THE RECOMMENDATIONS AND REQUIREMENTSOF THE SUPERVISING SOILS ENGINEER.2.THE DESIGN OF THE SURFACE IMPROVEMENTS IS BASED ON THE CITY'S RECORD INFORMATION (SURVEYS ANDDRAWINGS). IMMEDIATELY AFTER THE CONSTRUCTION CONTRACT IS AWARDED, THE CONTRACTOR SHALL VERIFY THERELATIVE ELEVATIONS AS SPECIFIED ON THESE PLANS AND NOTIFY THE DESIGN ENGINEER. THE CONSTRUCTIONDRAWINGS ELEVATIONS WILL THEN BE MODIFIED ACCORDINGLY, AND A REVISED SET FURNISHED TO THECONTRACTOR. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY REQUIRED REWORK IF CONSTRUCTION BEGINSWITHOUT VERIFYING THE SPECIFIED ELEVATIONS AND NOTIFYING THE DESIGN ENGINEER.3.CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROTECTION OF PUBLICAND PRIVATE PROPERTY ADJACENT TO THE JOB SITE AND THAT HE/SHE SHALL AT HIS/HER EXPENSE, REPAIR OR REPLACETO ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS WITHIN OR ADJACENT TO THE JOB SITE WHICH AREDESIGNATED FOR REMOVAL AND WHICH ARE DAMAGED OR REMOVED AS A RESULT OF HIS/HER OPERATIONS.4.NO CUT OR FILL SLOPES WILL BE CONSTRUCTED STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL (2:1). UNLESSOTHERWISE APPROVED BY THE SOILS ENGINEER.5.MINIMUM DRAINAGE GRADIENT OF 5% IS REQUIRED FOR A MINIMUM OF 10' AWAY FROM THE BUILDINGPAD/FOUNDATION IN ACCORDANCE WITH THE BUILDING CODES FOR LANDSCAPED AREAS ADJACENT TO BUILDINGS(SEE CBC SECTION 1804.3)6.ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT LESS THAN 2% SHALL HAVE FINAL GRADIENTSCERTIFIED BY A LICENSED SURVEYOR OR ENGINEER PRIOR TO FINAL INSPECTION.7.SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS. ALL TESTS MUST BE MADE WITHIN 15 DAYSPRIOR TO PLACING THE MATERIAL. THE TEST RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THEMATERIAL.8.COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL AS SPECIFIED BY THE ENGINEER. SAIDTESTS SHALL BE MADE PRIOR TO THE PLACING OF THE NEXT MATERIAL. GRADING AND COMPACTIONS REQUIREMENTSSHOULD BE AS PER THE RECOMMENDATIONS OF THE SOILS ENGINEER REPORT AND/OR CITY OF SAN LUIS OBISPOSTANDARDS.9.SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% INTHE ZONE BETWEEN FINISHEDSUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVESHALL BE COMPACTED TO 90% RELATIVE COMPACTION.10.A COMPACTION REPORT SHALL BE PROVIDED BY A SOILS ENGINEER STATING THAT THE BASE AND SUBGRADE WEREPREPARED IN ACCORDANCE WITH THE PROJECT SOILS REPORT OR THE CITY PARKING AND DRIVEWAY STANDARDS.95% MINIMUM COMPACTION.11.FINAL REPORTS SHALL BE REQUIRED IN ACCORDANCE WITH CHAPTER 18 OF THE CBC.12.DURING CONSTRUCTION/GROUND DISTURBING ACTIVITIES, THE APPLICANT SHALL IMPLEMENT THE FOLLOWINGPARTICULATE (DUST) CONTROL MEASURES, DUST CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITHCITY GRADING ORDINANCE AND COUNTY APCD REQUIREMENTS. THESE MEASURES SHALL BE SHOWN ON THE EROSIONCONTROL PLANS. IN ADDITION, THE CONTRACTOR OR BUILDER SHALL DESIGNATE A PERSON OR PERSONS TOMONITOR THE DUST CONTROL PROGRAM AND TO ORDER INCREASED WATERING AS NECESSARY, TO PREVENTTRANSPORT OF DUST OFF SITE. THEIR DUTIES SHALL INCLUDE HOLIDAY AND WEEKEND PERIODS WHEN WORK MAY NOTBE IN PROGRESS. THE NAME AND TELEPHONE NUMBER OF SUCH PERSONS SHALL BE PROVIDED TO THE APCD PRIOR TOCOMMENCEMENT OF CONSTRUCTION. THE USE OF WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT QUANTITIESTO PREVENT AIRBORNE DUST FROM LEAVING THE SITE. INCREASED WATERING FREQUENCY WOULD BE REQUIREDWHENEVER WIND SPEEDS EXCEED 15 MPH. RECLAIMED (NON POTABLE) WATER SHALL BE USED WHENEVER POSSIBLE.13.CONSISTENT WITH THE ARCHAEOLOGICAL PRESERVATION PROGRAM GUIDELINES, A QUALIFIED ARCHAEOLOGIST SITEMONITOR SHALL BE PRESENT DURING SITE DISTURBANCE ACTIVITIES ASSOCIATED WITH THE CONSTRUCTION PROJECT. IFEXCAVATIONS ENCOUNTER SIGNIFICANT PALEONTOLOGICAL RESOURCES, ARCHAEOLOGICAL RESOURCES ORCULTURAL MATERIALS, THEN CONSTRUCTION ACTIVITIES WHICH MAY AFFECT THEM SHALL CEASE UNTIL THE EXTENT OFTHE RESOURCE IS DETERMINED AND APPROPRIATE PROTECTIVE MEASURES ARE APPROVED BY THE COMMUNITYDEVELOPMENT DIRECTOR. THE COMMUNITY DEVELOPMENT DIRECTOR SHALL BE NOTIFIED OF THE EXTENT ANDLOCATION OF DISCOVERED MATERIALS SO THAT THEY MAY BE RECORDED BY A QUALIFIED ARCHAEOLOGIST. IFPRE-HISTORIC NATIVE AMERICAN ARTIFACTS ARE ENCOUNTERED, A NATIVE AMERICAN MONITOR SHOULD BE CALLEDIN TO WORK WITH THE ARCHAEOLOGIST TO DOCUMENT AND REMOVE THE ITEMS. DISPOSITIONS OF ARTIFACTS SHALLCOMPLY WITH STATE AND FEDERAL LAWS.14.ALL DISTURBED SURFACES SLOPED FOUR HORIZONTAL TO ONE VERTICAL (4:1) AND GREATER AND AREAS USED TOCONVEY CONCENTRATED DRAINAGE SHALL BE PREPARED AND MAINTAINED TO CONTROL EROSION BY EFFECTIVEPLANTING TO BE COMPLETED NO LATER THAN 30 DAYS PRIOR TO A REQUEST FOR FINAL INSPECTION APPROVALS.15.ALL ACTIVITIES ASSOCIATED WITH CONSTRUCTION AND OPERATION FOR THIS PROJECT SHALL COMPLY AT ALL TIMESWITH ALL CURRENT APCD RULES AND REGULATIONS AS APPLICABLE, INCLUDING BUT NOT LIMITED TO PM-10, NOXEMISSIONS, BEST AVAILABLE CONTROL TECHNOLOGIES, CONSTRUCTION ACTIVITY MANAGEMENT PLANS, ANDPHASING TECHNIQUES.16.RECYCLED WATER IS AVAILABLE FOR USE FOR DUST SUPPRESSION AND OTHER GRADING ACTIVITIES THROUGH ACONSTRUCTION WATER PERMIT. PLEASE CONTACT THE WATER RESOURCES PROGRAM MANAGER FOR INFORMATIONON THIS PERMIT (805-781-7215). A TEMPORARY METER CAN BE OBTAINED FROM THE UTILITIES DEPARTMENT FORGRADING OPERATIONS USING METERED WATER FROM THE RECYCLED WATER SYSTEM.17.A FIRE DEPARTMENT PERMIT IS REQUIRED IF FUEL IS STORED ON-SITE.18.TRACKING ONTO THE PUBLIC RIGHT-OF-WAY SHALL BE MINIMIZED. THE ADJOINING STREET AND SIDEWALK SHALL BECLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD, AND CONSTRUCTION. DEBRIS AT THE END OF EACH WORKINGDAY.19.IF DE-WATERING IS REQUIRED, A LOW THREAT DISCHARGE PERMIT FROM CITY ENVIRONMENTAL COMPLIANCE MAY BEREQUIRED.1.UTILITIES SHOWN ARE ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR HASTHE RESPONSIBILITY TO VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND TO NOTIFY UTILITYCOMPANIES WHEN WORKING IN THEIR PROXIMITY. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTORSHALL POTHOLE TO VERIFY ALL EXISTING UTILITY POINTS OF CONNECTION AND ELEVATIONS. THE CONTRACTOR SHALLNOTIFY THE ENGINEER OF RECORD IF ANY DISCREPANCIES EXIST BETWEEN THE PLANS AND FIELD CONDITIONSPERTAINING TO MATERIALS, ELEVATIONS, LOCATIONS, ETC., PRIOR TO CONTINUING WORK.2.THE ENGINEERED DRY UTILITY PLANS WILL BE A DEFERRED SUBMITTAL ITEM. THE ENGINEERED DRY UTILITY PLANS SHALLBE SUBMITTED TO THE ENGINEER OF RECORD TO REVIEW FOR CONFORMANCE WITH THE APPROVED PLANS. THEDEFERRED SUBMITTAL ITEMS SHALL BE FORWARDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TOCOMMENCING ANY ON-SITE OF OFF-SITE UTILITY CONSTRUCTION.3.ALL WATER VALVES THAT ARE DEEPER THAN 4' SHALL BE A EQUIPPED WITH A STEEL VALVE STEM EXTENSION THAT WILLALLOW VALVE OPERATION WITH STANDARD LENGTH VALVE KEY. VALVE OPERATING NUTS SHALL BE BETWEEN 2' TO 4'BELOW GRADE. THE STEEL VALVE STEM EXTENSION SHALL BE STEEL ONLY BY PIPE LINE PRODUCTS OR APPROVED EQUAL4.THE DRY UTILITY SERVICE LINES AND BOXES SHOWN IN THESE PLANS ARE SCHEMATIC AND BASED ON PROVIDED PLANSFROM THE UTILITY PROVIDER. THE CONTRACTOR IS REQUIRED TO OBTAIN THE FINAL PLANS FROM THE UTILITY PROVIDERAND VERIFY THE FINAL ALIGNMENT PER THEIR APPROVED PLANS PRIOR TO CONSTRUCTION. CONTRACTOR ISRESPONSIBLE FOR ROUTING THE SERVICE WIRE THROUGH THE CONDUIT RUNS TO PROVIDE SERVICE TO THE SHOWNEQUIPMENT.GENERAL NOTES & STORMWATER COMPLIANCECDAP--N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\G-1417-11-C.dwg, G004, Mar 31, 2025 3:22pm, dknight RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22MARCH 31, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPRCRCAPRCUTILITY NOTESGRADING NOTESG004THRUST BLOCK SIZINGSTORMWATER COMPLIANCE SUMMARY STOP >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>> > > > > > > > > > > > >>>> > > > >>>>> >>>>>> > >>> > >>> > >>> > > >>> > > >>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >>> >> >> >>> >> >> >>>> >> >> >> >>> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>> >>>>>>>>> >>> > >>> >> >> >>>>> >> >> >>>>>>>>>>> >>>> >>> >>>>> >>> >>>>> >> > >>> >> >> >>>> >>>>> >>> >> >>>> >>>>> >>>> >> >> >> >> >> >>>> >> >> >> >> >>>>>> >>> >>> >>> >>>>>> >>> >>>>>>> >>> >> >>>> >>>>>>>>>> >>> >>>>>> >> >> > >> >> >>> >> >>> >> >> > >> >>> >> >>> >> > >> >> > >> >> >> >>> >>>> >>>>>>>> >>>>>>>>>>>>> >>>>>>>> >> >>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKNOPARKINGNOPARKINGNOPARKINGNOPARKINGROW 1 SEAT ROW 2 SEATROW 3 SEATNOPARKINGNOPARKINGROW 1 SEAT ROW 2 SEATROW 3 SEATC R E E K C H A N N E LC R E E K C H A N N E LC R E E K C H A N N E LC R E E K C H A N N E L0'-6 12 " PLPLPLPLPL PLPLPL PLPLPLPLPLPLPLEVEVEVEVEV321PL PLC R E E K C H A N N E LC R E E K C H A N N E LEV CHARGINGEVEV(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)PUEPUE PUEPUE XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXX XXXXXXX XXXXXXXXXXX XXXXXX XXXXXXXXXXXX XXXXXXXXXXX XXXXXXX XXXXXXXXXX XXXXXXXXXXXX XXXXXX XXXXXX XXXXX XXXXXXXXXXXXXXXXXX XXXXXXXXXXXX XXX XXXXXXXXXXXXXXXXXXXXXXXXXXFWFWFWFWFWFWFWFWFWFWRWRWRWSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDTIBURON WAY C R E E K C H A N N E LC R E E K C H A N N E LC R E E K C H A N N E LC R E E K C H A N N E LC R E E K C H A N N E LG101N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\GS-1417-11-C.dwg, G101, Apr 03, 2025 10:41am, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPOVERALL SITE PLAN PARKINGLOT 2MULTI SPORTCOURTBASKETBALLCOURTTENNISCOURTSPICKLEBALLCOURTSPLAYGROUNDTURF SOCCERFIELDAREA 1AREA 2AREA 3AREA 4LOWER RESTROOMS SEE ARCH PLANSSHADE STRUCTUREAT BOCCE COURTSSEE BIKE PUMP TRACKPLANSPREFABRICATEDPEDESTRIAN BRIDGE 2PREFABRICATEDPEDESTRIAN BRIDGE 1UPPER RESTROOMS SEE ARCH PLANS060120180feet1"=60'4020SHADE STRUCTUREAT PICNIC AREASHADE STRUCTUREAT VISTAVEHICULARBRIDGE 3RANCH HOUSEROADSEE BIKE SKILLSTRACK PLANSPARKINGLOT 3PARKINGLOT 1 STOPGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGB GBGBGBGBGBGBGBGBGBGB GB GB GBGB GBGB GBGBGBGBGBGBGB GBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGB GB GBGB GBGBGBGB GBGBGBGBGBGBGB>>>>>>>>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKNOPARKINGNOPARKINGNOPARKINGNOPARKINGROW 1 SEAT ROW 2 SEAT ROW 3 SEATNOPARKINGNOPARKINGROW 1 SEAT ROW 2 SEAT ROW 3 SEAT C R E E K C H A N N E LC R E E K C H A N N E LC R E E K C H A N N E LC R E E K C H A N N E L0'-6 12 "S I D E W A L KS I D E W A L KS I D E W A L K PLPLPLPLPL PLPLPL PLPLPLPLPLPLPLLOWLOW LOWLOWLOWLO W LOWLOW LOWLOW LOWLOWLOWLOWLOW LOWLOWLOWEVEVEVEVEV321LOW PL LOW LOWLOWPLC R E E K C H A N N E LC R E E K C H A N N E LLOWEV CHARGINGEVEV(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)PUEPUE PUEPUE XXXXXXXXXGGRWRWRWRWRWTIBURON WAYRANCH HOUSE ROADC R E E K C H A N N E LC R E E K C H A N N E LC R E E K C H A N N E LTWIN C R E E K R DC R E E K C H A N N E LC R E E K C H A N N E LG102SITE ACCESSIBILITY & PARKING PLAN ACCESSIBLE PATH OF TRAVELLEGEND*ACCESSIBLE PICNIC SPACEACCESSIBILITY NOTES1.ALL IMPROVEMENTS SHALL MEET THE 2022 CALIFORNIA BUILDINGCODE & 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN FOR THEPURPOSE OF PROVIDING BARRIER FREE ACCESSIBLE ROUTES WITHINTHE PARK AND PLAYGROUND.2.WITHIN THE PARK:- MAXIMUM SLOPE OF RAMPS: 8.33%- MAXIMUM RUNNING SLOPE OF WALKS: 5%- MAXIMUM CROSS-SLOPE OF WALKS: 2% - MINIMUM CLEAR WIDTH OF ACCESSIBLE ROUTES: 48"3.WITHIN THE PLAYGROUND:- MAXIMUM SLOPE FOR GROUND LEVEL ACCESSIBLE ROUTES: 6.25%- ELEVATED ACCESSIBLE ROUTE: 12-IN RISE MAXIMUM PER RAMP RUN4.ADULT CHANGING FACILITY IS PROVIDED IN THE RESTROOM BUILDING.PLAY COMPONENT NOTESSEE SHEET LC404 FOR PLAY EQUIPMENT PLAN2-12 YEARS·THERE ARE 4 GROUND LEVEL PLAY COMPONENTS·ALL 4 PLAY COMPONENTS ARE ALONG AN ACCESSIBLE ROUTE2-5 YEARS·THERE ARE 3 GROUND LEVEL PLAY COMPONENTS·ALL 3 PLAY COMPONENTS ARE ALONG AN ACCESSIBLE ROUTE5-12 YEARS·THERE ARE 10 ELEVATED PLAY COMPONENTS·ALL 10 ELEVATED PLAY COMPONENTS ARE ALONG AN ACCESSIBLE ROUTECOMPANION SEATINGN:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\GS-1417-11-C.dwg, G102, Apr 03, 2025 10:39am, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MP**RESTROOMSDRINKING FOUNTAIN060120180feet1"=60'4020EXISTING DG TRAILTO NEIGHBORHOODEXISTING MULTI-USE TRAILTO NEIGHBORHOOD*PARKING NOTES WHERE THE OVERHANG OCCURS IN A PLANTER AREA, THE LANDSCAPINGSHALL NOT EXCEED A MAXIMUM OF 6" IN HEIGHT AT MATURITY.AUTO PARKING (COUNT AS OF 03/17/25)MULTI-SPORT COURTS LOT (LOT 1)STANDARDACCESSIBLEACCESSIBLE EV CAPABLE (FUTURE)STANDARD EV CAPABLE (FUTURE)TOTALTENNIS COURTS LOTSTANDARDACCESSIBLETOTALSPORTS FIELD LOTSTANDARDACCESSIBLEACCESSIBLE EVSTANDARD EVTOTALPROPOSED 49413253 TOTAL STALL(W/33 FUTURE EVINCLUDED)38240 TOTAL STALLS35211337 TOTAL STALLS(INCLUDES 14 EV)PROJECT TOTAL 130 TOTAL STALLSLOWERRESTROOMUPPER RESTROOM STOPGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGB GBGBGBGBGBGBGBGBGBGB GB GB GBGB GBGB GBGBGBGBGBGBGB GBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGB GB GBGB GBGBGBGB GBGBGBGBGBGBGB>>>>>>>>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKNOPARKINGNOPARKINGNOPARKINGNOPARKINGROW 1 SEAT ROW 2 SEAT ROW 3 SEATNOPARKINGNOPARKINGROW 1 SEAT ROW 2 SEAT ROW 3 SEAT C R E E K C H A N N E LC R E E K C H A N N E LC R E E K C H A N N E LC R E E K C H A N N E L0'-6 12 "S I D E W A L KS I D E W A L KS I D E W A L K PLPLPLPLPL PLPLPL PLPLPLPLPLPLPLLOWLOW LOWLOWLOWLO W LOWLOW LOWLOW LOWLOWLOWLOWLOW LOWLOWLOWEVEVEVEVEV321LOW PL LOW LOWLOWPLC R E E K C H A N N E LC R E E K C H A N N E LLOWEV CHARGINGEVEV(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)PUEPUE PUEPUE XXXXXXXXXRWRWRWRWRWTIBURON WAYRANCH HOUSE ROADC R E E K C H A N N E LC R E E K C H A N N E LC R E E K C H A N N E LCity of SLO Design for Fire TruckCity of SLO Design for Fire Truck City of SLO Design for Fire TruckCity of SLO Design for Fire Truck C R E E K C H A N N E LC R E E K C H A N N E LG103FIRE ACCESSIBLITY PLANFIRE TRUCK ACCESS AND TURN AROUND(MIN 21 FT WIDTH)12' PAVED EMERGENCY VEHICLE ACCESSFIRE VEHICLE NOTESLEGENDN:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\GS-1417-11-C.dwg, G103, Apr 03, 2025 10:40am, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MP060120180feet1"=60'4020APAPCDRC DSDSDSDSDSDS41 SF NON ACCESSIBLE SINGLE USE103 41 SF NON ACCESSIBLE SINGLE USE104 54 SF ACC. RR ALL GENDER 105 457 SF CITY STORAGE ROOM 101124 SF UTILITYCHASE102 54 SF ACC. RR ALL GENDER106 41 SF NON ACCESSIBLE SINGLE USE107 41 SF NONACCESSIBLE SINGLE USE 108 188 SF STORAGE ANDUTILITYROOM203 54 SF ACC. RR ALL GENDER202 40 SF NON ACCESSIBLESINGLEUSE201 1 NORTH ARROW LEVEL DESIGNATION GRID REFERENCE SECTION REFERENCE VIEW SHEET LOCATION REFERENCE SHEET LOCATION VIEW NUMBER VIEW TITLE LEVEL ELEVATION BUILDING LEVELS DETAIL REFERENCE Name 0' - 0" A101 1 SIM A101 1 SIM BUILDING ELEVATION A101 1 SIM A101 1 2 3 4 INTERIOR ELEVATIONS DOOR W/CLOSER DOOR TAG LOUVER TAG STOREFRONT TAG WALL TAG CENTERLINEREVISION TAG A4 S 01 101 View Name SCALE: 1/8" 1'-0"A-101A-202 20 0 ?P1 MATERIAL TAG Venting CalculationsRoom No. of vents Vent Area Percent Open SFCity Storage 101 Gable End 2 4 0.42 3.36Monitor830.42 10.08Door140.5 2Total Prov. 15.44Room Area 457 0.04 Total Req.18.282.84 SF needed shall be doubled as 8% required for ventilaton into adjacent space Wall 6 2.4 0.5 7.2 7.2>5.68 OK Acc Restroom Door 1 4 0.5 2 Room Area 55 0.04 Total Req.2.2 .2 SF needed shall be doubled as 8% required for ventilaton into adjacent space Wall 1 2.4 0.5 1.2 1.2>.4 OK Restroom Room Area 41 0.04 Total Req.1.64 Door 1 4 0.5 2 OK Storage/Utility, 203 Gable End 2 4 0.42 3.36 Monitor 4 3 0.42 5.04 Door 1 4 0.5 2 Total Prov. 10.4 Room Area 188 0.04 Total Req.7.52 OK C 3 8 0 7 9 2-28-27 RENEWAL DATE AATTCC TTIIHHCCRRAADD SSNN CCIILLSS TTAA TT OOFF CC AA LL IIFFOORRNNIIKATHR Y N ANNE H I CKSMISSION PLAZA RESTROOM & CAFECITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 2000057-02 1417-11-RC22 4/4/2025 07:28:44As indicated ABBREVIATIONS, GENERAL NOTES, SYMBOLS, AND CODE ANALYSISG-104 KH DP KH 04.04.2025 DP RIGHETTI RANCH PARKS - COMMUNITY PARKALLOWABLE HEIGHT AND AREAOCCUPANCY GROUP: U (UTILITY AND MISCELLANEOUS)DESCRIPTION: PUBLIC RESTROOMCONSTRUCTION TYPE: VBFIRE SPRINKLERS: NOSOUTH RESTROOM PROPOSED ALLOWABLE PER CBC CHAPTER 5NUMBER OF STORIES: 11BUILDING HEIGHT: 18'-5" 40'-0"BUILDING FLOOR AREA: 989 SF 5500 SF OCCUPIABLE FLOOR AREA: 336 SFNORTH RESTROOM PROPOSED ALLOWABLE PER CBC CHAPTER 5 NUMBER OF STORIES: 11BUILDING HEIGHT: 18'-5" 40'-0"BUILDING FLOOR AREA: 344 SF 5500 SF OCCUPIABLE FLOOR AREA: 282 SF EGRESS ANALYSIS OCCUPANT LOAD FOR RESTROOMS IS UNDEFINED IN CBC TABLE 1004.5 STORAGE AREA OCCUPANT LOAD FACTOR PER CBC TABLE 1004.5: 300 GROSS SOUTH RESTROOMTOTAL OCCUPANTS: 595 SF / 300 SF/PERSON 1.98 -ROUND TO 2 PERSONSREQUIRED EXITS PER 1006.2.1: 1 PROVIDED EXITS: 1 NORTH RESTROOMTOTAL OCCUPANTS: 188 SF / 300 SF/PERSON .62 -ROUND TO 1 PERSONSREQUIRED EXITS PER 1006.2.1: 1 PROVIDED EXITS: 1 A/CAIR CONDITIONINGABVABOVEACOUSACOUSTICALACTACOUSTICAL CEILING TILEADAAMERICANS WITH DISABILITIES ACTAFCIARC FAULT CIRCUIT INTERRUPTERAFFABOVE FINISH FLOORALALUMINUMALTALTERNATEARCHARCHITECT(URAL)BDBOARDBETBETWEENBITBITUMINOUSBLDGBUILDNGBLKGBLOCKING BLWBELOW BMBEAM BOTBOTTOM BURBUILT UP ROOF CBCATCH BASIN CBCCALIFORNIA BUILDING CODE CEMCEMENT CIPCAST IN PLACE CJCONTROL JOINT CLCENTER LINE CLGCEILING CLRCLEAR CMUCONCRETE MASONRY UNIT COCLEAN OUT COLCOLUMN CONCCONCRETE CONSTCONSTRUCTION CONTCONTINUOUS CONTRCONTRACTOR CTCERAMIC TILE CTRCENTER DBLDOUBLE DFDRINKING FOUNTAIN DIMDIMENSION DNDOWN DRDOOR DSDOWN SPOUT DTLDETAIL DWGDRAWING (E)EXISTING EAEACH EJEXPANSION JOINT EL,ELEVELEVATION ELECELECTRIC ENCLENCLOSURE EQEQUAL EQUIPEQUIPMENT EXHEXHAUST EXPEXPANSION EXTEXTERIOR FACPFIRE ALARM CONTROL PANEL FAUFORCED AIR UNIT FAWPFLUID APPLIED WATERPROOFING FDFLOOR DRAIN FDCFIRE DEPARTMENT CONNECTION FEFIRE EXTINGUISHER FECFIRE EXTINGUISHER CABINET FFFINISHED FLOOR ELEVATION FGFINISHED GRADE FHFIRE HYDRANT FHCFIRE HOSE CABINET FINFINISH FIXTFIXTURE FLRFLOOR FLUORFLOURESCENT FNDFOUNDATION FOFACE OF FOCFACE OF CONCRETE FOFFACE OF FINISH FOICFURNISHED BY OWNER INSTALLED BY CONTRACTOR FOMFACE OF MASONRY FOSFACE OF STUD FRPFIBERGLASS REINFORCED PANELS FTFOOT OR FEET FTGFOOTING GAGAUGE, GAGE GALVGALVANIZED GBGRAB BAR GCGENERAL CONTRACTOR GFCIGROUND FAULT CIRCUITINTERRUPTER GWBGYPSUM BOARD GYPGYPSUM HBHOSE BIBB HCHOLLOW CORE HDWDHARDWOOD HDWRHARDWARE HGTHEIGHT HMHOLLOW METAL HORIZHORIZONTAL HVACHEATING, VENTILATION, A/C IDINSIDE DIAMETER IICIMPACT INSULATION CLASS ININCH INCANDINCANDESCENT INSULINSULATION, INSULATED INTINTERIOR JCJANITORS CLOSET JTJOINT LAMLAMINATE ABBREVIATIONS SYMBOLS LAVLAVATORYLBSPOUNDSLFLINEAR FEETLINOLINOLEUMLT(G)LIGHT(ING)LVLLAMINATED VENEER LUMBERLVTLUXURY VINYL TILELWLIGHTWEIGHTMAXMAXIMUMMDFMEDIUM DENSITY FIBERBOARDMECHMECHANICALMEMBMEMBRANEMEPMECHANICAL, ELECTRICAL,PLUMBINGMFRMANUFACTURER MINMINIMUM MISCMISCELLANEOUS MOMASONRY OPENING MTDMOUNTED MTLMETAL NICNOT IN CONTRACT NONUMBER NOMNOMINAL NTSNOT TO SCALE OCON CENTER ODOVERFLOW DRAIN OHOPPOSITE HAND OPPOPPOSITE (P)PROPOSED PERMPERIMETER PERPPERPENDICULAR PGPAINT GRADE PLPLATE, PROPERTY LINE PLAMPLASTIC LAMINATE PLBGPLUMBING PLYWDPLYWOOD PNLPANEL PTDPAINTED PVCPOLYVINYL CHLORIDE PVMTPAVEMENT QTYQUANTITY RRADIUS, RISER RBRUBBER BASE RCPREFLECTED CEILING PLAN RDROOF DRAIN REQDREQUIRED RHRIGHT HAND RMROOM ROROUGH OPENING SAWPSELF ADHEREING WATERPROOFING SEALSEALANT SECTSECTION SFSQUARE FOOT SHTSHEET SHTHGSHEATHING SIMSIMILAR SMSHEET METAL SPECSPECIFICATION SQSQURE STDSTANDARD STLSTEEL STORSTORAGE STRUCTSTRUCTURAL SUSPSUPSPENDED SVSHEET VINYL SYMSYMMMETRICAL TEMPTEMPERED TERTERRAZZO THKTHICK THRTHRESHOLD TJITRUSS JOIST I-JOIST TOTOP OF TOSTOP OF SLAB TOWTOP OF WALL TRANSTRANSFORMER TYPTYPICAL UGUNDERGROUND UNFINUNFINISHED UNOULNESS NOTED OTHERWISE UVUTRAVIOLET VCTVINYL COMPOSITION TILE VERTVERTICAL VIFVERIFY IN FIELD WCWATERCLOSET WDWOOD WDWWINDOW WHWATER HEATER WIWROUGHT IRON WINWINDOW WPWATERPROOF(ING) WRWEATHER RESISTIVE WRBWATER RESISTIVE BARRIER WSCTWAINSCOT WTWEIGHT WWFWELDED WIRE FABRIC YDYARD ••••••• • 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. USE OF PLANS: THESE PLANS ARE THE PROPERTY OF RRM AND MAY NOT BE USED WITHOUT THE EXPRESS, WRITTEN CONSENT.THESE NOTES APPLY TO ALL PORTIONS, PHASES AND SUBCONTRACTORS OF THIS PROJECT.APPLICABLE CODES AND STANDARDS:2022 CALIFORNIA BUILDING CODE AND ITS APPENDICES AND STANDARDS.2022 CALIFORNIA PLUMBING CODE AND ITS APPENDICES AND STANDARDS.2022 CALIFORNIA MECHANICAL CODE AND ITS APPENDICES AND STANDARDS.2022 CALIFORNIA FIRE CODE AND ITS APPENDICES AND STANDARDS.2022 CALIFORNIA ELECTRICAL CODE AND ITS APPENDICES AND STANDARDS.2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS.2022 CALIFORNIA GREEN BUILDING STANDARDS CODE AND ITS APPENDICIES AND STANDARDS. CURRENT CITY OF SAN LUIS OBISPO MUNICIPAL CODE. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT AND COMPATIBILITY WITH EXISTING SITE CONDITIONS. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT’S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO, HE/SHE SHALL BE PRECEDING AT HIS/HER OWN RISK.DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWING SCALE OR PROPORTION. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ALL DIMENSIONS ARE TO FACE OF FRAMING. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESS REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES. IN THE EVENT OF THE UNFORESEEN ENCOUNTER OF MATERIALS SUSPECTED TO BE OF AN ARCHAEOLOGICAL OR PALEONTOLOGICAL NATURE, ALL GRADING AND EXCAVATION SHALL CEASE IN THE IMMEDIATE AREA AND THE CONTRACTOR SHALL NOTIFY THE OWNER. THE FIND SHALL BE LEFT UNTOUCHED UNTIL AN EVALUATION BY A QUALIFIED ARCHAEOLOGIST OR PALEONTOLOGIST IS MADE. CONTRACTOR IS TO BE RESPONSIBLE FOR BEING FAMILIAR WITH THESE DOCUMENTS INCLUDING ALL CONTRACT REQUIREMENTS.CONTRACTOR TO REVIEW CALIFORNIA GREEN CODE REQUIREMENTS FOR CONTRACTOR REQUIREMENTS.TEMPORARY FACILITIES: CONTRACTOR SHALL PAY FOR, PROVIDE AND MAINTAIN TEMPORARY FACILITIES FOR PROJECT PROTECTION AND CONSTRUCTION, AND AS REQUIRED BY LOCAL REGULATION AND THESE DOCUMENTS. SUCH FACILITIES INCLUDE, BUT ARE NOT LIMITED TO: TOILETS, LIGHTS, HEATERS, POWER, GAS, FANS, WATER, PHONES, FENCES, SIGNS, SHEDS, ETC. REMOVE FROM SITE UPON COMPLETION OF WORK. OBTAIN BUILDING OFFICIAL OR FIRE MARTIAL APPROVAL PRIOR TO USE OF ANY TEMPORARY HEATING DEVICE. CONTRACTOR SHALL PROVIDE FOR PROTECTION AND SAFETY: RESPONSIBLE FOR ALL ITEMS (SIGNS, LIGHTS, FENCES, BRACING, ANCHOR- AGE, FIRE-EXTINGUISHERS, ETC.) NECESSARY FOR THE PROTECTION OF THE PUBLIC, WORKERS, MATERIALS, CONSTRUCTION AND PROPERTY PER LOCAL, STATE AND FEDERAL REQUIREMENTS (INCLUDING EARTHQUAKES, FIRES, SPILLS, ACCIDENTS, EROSION, MUD, DUST, ETC.).THE SOILS ENGINEER IS TO APPROVE THE KEY OR BOTTOM AND LEAVE A CERTIFICATE ON THE SITE FOR THE GRADING INSPECTOR. THE INSPECTOR IS TO BE NOTIFIED BEFORE ANY GRADING BEGINS, AND FOR BOTTOM INSPECTION, BEFORE FILL IS PLACED. FILL MAY NOT BE PLACED WITHOUT APPROVAL OF THE INSPECTOR. CITY ENCROACHMENT PERMIT, A SEPERATE OFFICER, ACCESS EASEMENT/AGREEMENT, AND/OR RECIPROCAL ACCESS EASEMENT/AGREEMENT MAY BE REQUIRED TO ENSURE THAT THE PROPOSED PRIVATE ACCESS ROADWAY WILL REMAIN OPEN TO THROUGH TRAFFIC AND EMERGENCY VEHICLES PRIOR TO FINAL OF BUILDING PERMIT. CONTRACTOR TO REVIEW CALIFORNIA GREEN CODE REQUIREMENTS FOR CONTRACTOR REQUIREMENTS.SHOP WELDS MUST BE PERFORMED BY A LICENSED FABRICATOR'S SHOP PROJECT GENERAL NOTES NORTH RESTROOMSOUTH RESTROOM RESTROOM BUILDING INFORMATION VENTILATION CALCS C 3 8 0 7 92-28-25RENEWAL DATEATCETIHCRADESNECI LS TAT EOFCALIFORNIKATHRYNANNEHIC K SMISSION PLAZA RESTROOM & CAFECITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNOT FOR CONSTRUCTION2000057-021417-11-RC227/30/2024 15:09:24CAL GREEN REQUIREMENTSG-201KHDPKHJULY 31, 2024DPRIGHETTI RANCH PARKS - COMMUNITY PARKTOTAL NUMBER OF ACTUAL PARKING SPACESTABLE 5.106.5.3.10-910-2526-5051-7576-100101-150NUMBER OF REQUIRED EV CAPABLE SPACES048131725151-200201 AND OVER3520% OF TOTAL 1NUMBER OF EVCS (EV CAPABLE SPACES PROVIDED WITH EVSE) 2002346625% OF EV CAPABLE SPACES 1ALLOWABLE RATINGTABLE 5.106.8 [N] -MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATING1, 2LUMINAIRE GREATER THAN 2 MOUNTING HEIGHTS (MH) FROM PROPERTY LINEMAXIMUM ALLOWABLE BACKLIGHT RATING3(B)LIGHTING ZONE LZ4NO LIMITLUMINAIRE BACK HEMISPHERE IS 1-2 MH FROM PROPERTY LINELUMINAIRE BACK HEMISPHERE IS 0.5-1 MH FROM PROPERTY LINELUMINAIRE BACK HEMISPHERE IS LESS THAN 0.5 MH FROM PROPERTY LINENO LIMITNO LIMITNO LIMITN/AFOR AREA LIGHTING4MAXIMUM ALLOWABLE UPLIGHT RATING (U)FOR ALL OTHER OUTDOOR LIGHTING, INCLUDING DECORATIVE LUMINAIRESMAXIMUM ALLOWABLE GLARE RATING5(G)LUMINAIRE GREATER THAN 2 MOUNTING HEIGHTS (MH) FROM PROPERTY LINELUMINAIRE BACK HEMISPHERE IS 1-2 MH FROM PROPERTY LINELUMINAIRE BACK HEMISPHERE IS 0.5-1 MH FROM PROPERTY LINELUMINAIRE BACK HEMISPHERE IS LESS THAN 0.5 MH FROM PROPERTY LINELIGHTING ZONE LZ3LIGHTING ZONE LZ2LIGHTING ZONE LZ1LIGHTING ZONE LZ0B4B4B3B2N/AB3B3B2B1N/AB2B1B0B0N/AU0U0U0U0N/AU4U3U2U1N/AG4G3G2G1N/AG2G1G1G0N/AG1G1G0G0N/AG1G0G0G0N/A2022 CALIFORNIA GREEN BUILDING STANDARDS CODENONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (JANUARY 2023)DIVISION 5.1 PLANNING AND DESIGN5.106 SITE DEVELOPMENT5.106.1STORMWATER POLLUTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LANDNEWLY CONSTRUCTED PROJECTS AND ADDITIONS WHICH DISTURB LESS THAN ONE ACRE OF LAND AND ARE NOT PART OF A LARGER COMMON PLAN OF DEVELOPMENT OR SALE SHALL PREVENT THE POLLUTION OF STORMWATER RUNOFF FROM THE CONSTRUCTION ACTIVITIES THROUGH ONE OR MORE OF THE FOLLOWING MEASURES:5.106.1.1 LOCAL ORDINANCECOMPLY WITH A LAWFULLY ENACTED STORMWATER MANAGEMENT AND/OR EROSION CONTROL ORDINANCE. 5.106.1.2 BEST MANAGEMENT PRACTICES (BMP’S)PREVENT THE LOSS OF SOIL THROUGH WIND OR WATER EROSION BY IMPLEMENTING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROL AND GOOD HOUSEKEEPING BMP’S. 1. SOIL LOSS BMP’S THAT SHOULD BE CONSIDERED FOR IMPLEMENTATION AS APPROPRIATE FOR EACH PROJECT INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:a. SCHEDULING CONSTRUCTION ACTIVITY DURING DRY WEATHER, WHEN POSSIBLE.b. PRESERVATION OF NATURAL FEATURES, VEGETATION, SOIL AND BUFFERS AROUND SURFACE WATERS.c. DRAINAGE SWALES OR LINED DITCHES TO CONTROL STORMWATER FLOW.d. MULCHING OR HYDROSEEDING TO STABILIZE DISTURBED SOILS.e. EROSION CONTROL TO PROTECT SLOPES.f. PROTECTION OF STORM DRAIN INLETS (GRAVEL BAGS OR CATCH BASIN INSERTS).g. PERIMETER SEDIMENT CONTROL (PERIMETER SILT FENCE, FIBER ROLLS).h. SEDIMENT TRAP OR SEDIMENT BASIN TO RETAIN SEDIMENT ON SITE.i. STABILIZED CONSTRUCTION EXITS.j. WIND EROSION CONTROL.k. OTHER SOIL LOSS BMP'S ACCEPTABLE TO THE ENFORCING AGENCY.2.GOOD HOUSEKEEPING BMP’S TO MANAGE CONSTRUCTION EQUIPMENT,MATERIALS, NON-STORMWATER DISCHARGES, AND WASTES THAT SHOULD BE CONSIDERED FOR IMPLEMENTATION AS APPROPRIATE FOR EACH PROJECT INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:a. DEWATERING ACTIVITIES.b. MATERIAL HANDLING AND WASTE MANAGEMENT.c. BUILDING MATERIALS STOCKPILE MANAGEMENT.d. MANAGEMENT OF WASHOUT AREAS (CONCRETE, PAINTS, STUCCO, ETC.).e. CONTROL OF VEHICLE/EQUIPMENT FUELING TO CONTRACTOR'S STAGING AREA.f. VEHICLE AND EQUIPMENT CLEANING PERFORMED OFF SITE.g. SPILL PREVENTION AND CONTROL.h. OTHER HOUSEKEEPING BMP'S ACCEPTABLE TO THE ENFORCING AGENCY. 5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF LANDCOMPLY WITH ALL LAWFULLY ENACTED STORMWATER DISCHARGE REGULATIONS FOR PROJECTS THAT (1) DISTURB ONE ACRE OR MORE OF LAND, OR (2) DISTURB LESS THAN ONE ACRE OF LAND BUT ARE PART OF A LARGER COMMON PLAN OF DEVELOPMENT OR SALE.NOTE: PROJECTS THAT (1) DISTURB ONE ACRE OR MORE OF LAND, OR (2) DISTURB LESS THAN ONE ACRE OF LAND BUT ARE PART OF A LARGER COMMON PLAN OF DEVELOPMENT OR SALE MUST COMPLY WITH THE POSTCONSTRUCTION REQUIREMENTS DETAILED IN THE APPLICABLE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION AND LAND DISTURBANCE ACTIVITIES ISSUED BY THE STATEWATER RESOURCES CONTROL BOARD OR THE LAHONTAN REGIONAL WATER QUALITY CONTROL BOARD (FOR PROJECTS IN THE LAKE TAHOE HYDROLOGIC UNIT).THE NPDES PERMITS REQUIRE POSTCONSTRUCTION RUNOFF (POSTPROJECT HYDROLOGY) TO MATCH THE PRECONSTRUCTION RUNOFF (PRE-PROJECT HYDROLOGY) WITH THE INSTALLATION OF POSTCONSTRUCTION STORMWATER MANAGEMENT MEASURES. THE NPDES PERMITS EMPHASIZE RUNOFF REDUCTION THROUGH ON-SITE STORMWATER USE, INTERCEPTION, EVAPOTRANSPIRATION AND INFILTRATION THROUGH NONSTRUCTURAL CONTROLS, SUCH AS LOW IMPACT DEVELOPMENT (LID) PRACTICES AND CONSERVATION DESIGN MEASURES. STORMWATER VOLUME THAT CANNOT BE ADDRESSED USING NONSTRUCTURAL PRACTICES IS REQUIRED TO BE CAPTURED IN STRUCTURAL PRACTICES AND BE APPROVED BY THE ENFORCING AGENCY.REFER TO THE CURRENT APPLICABLE PERMITS ON THE STATE WATER RESOURCES CONTROL BOARD WEBSITE AT: WWW.WATERBOARDS.CA.GOV/CONSTRUCTIONSTORMWATER. CONSIDERATION TO THE STORMWATER RUNOFF MANAGEMENT MEASURES SHOULD BE GIVEN DURING THE INITIAL DESIGN PROCESS FOR APPROPRIATE INTEGRATION INTO SITE DEVELOPMENT.5.106.4 BICYCLE PARKINGFOR BUILDINGS WITHIN THE AUTHORITY OF CALIFORNIA BUILDING STANDARDS COMMISSION AS SPECIFIED IN SECTION 103, COMPLY WITH SECTION 5.106.4.1. FOR BUILDINGS WITHIN THE AUTHORITY OF THE DIVISION OF THE STATE ARCHITECT PURSUANT TO SECTION 105, COMPLY WITH SECTION 5.106.4.2. 5.106.4.1 BICYCLE PARKING [BSC-CG]COMPLY WITH SECTIONS 5.106.4.1.1AND 5.106.4.1.2;OR MEET THE APPLICABLE LOCAL ORDINANCE, WHICHEVER IS STRICTER. 5.106.4.1.1 SHORT-TERM BICYCLE PARKINGIF THE NEW PROJECT OR AN ADDITION OR ALTERATION IS ANTICIPATED TO GENERATE VISITOR TRAFFIC, PROVIDE PERMANENTLY ANCHORED BICYCLE RACKS WITHIN 200 FEET OF THE VISITORS' ENTRANCE, READILYVISIBLE TO PASSERS-BY, FOR 5 PERCENT OF NEW VISITOR MOTORIZED VEHICLE PARKING SPACES BEING ADDED, WITH A MINIMUM OF ONE TWO-BIKE CAPACITY RACK.CHAPTER 1 - ADMINISTRATIONSECTION 101 GENERAL101.1 TITLE. THESE REGULATIONS SHALL BE KNOWN AS THE CALIFORNIA GREEN BUILDING STANDARDS CODEAND MAY BE CITED AS SUCH AND WILL BE REFERRED TO HEREIN AS “THIS CODE.”IT IS INTENDED THAT IT SHALL ALSO BE KNOWN AS THE CALGREEN CODE. THE CALIFORNIA GREEN BUILDING STANDARDS CODEIS PART 11 OF THIRTEEN PARTS OF THE OFFICIAL COMPILATION AND PUBLICATION OF THE ADOPTION, AMENDMENT AND REPEAL OF BUILDING REGULATIONS TO THE CALIFORNIA CODE OF REGULATIONS, TITLE 24, ALSO REFERRED TO AS THE CALIFORNIA BUILDING STANDARDS CODE.101.2 PURPOSE.THE PURPOSE OF THIS CODE IS TO IMPROVE PUBLIC HEALTH, SAFETY ANDGENERAL WELFARE BY ENHANCING THE DESIGN AND CONSTRUCTION OF BUILDINGS THROUGH THE USE OF BUILDING CONCEPTS HAVING A REDUCED NEGATIVE IMPACT OR POSITIVE ENVIRONMENTAL IMPACT AND ENCOURAGING SUSTAINABLE CONSTRUCTION PRACTICES IN THE FOLLOWING CATEGORIES:1. PLANNING AND DESIGN.2. ENERGY EFFICIENCY.3. WATER EFFICIENCY AND CONSERVATION.4. MATERIAL CONSERVATION AND RESOURCE EFFICIENCY.5. ENVIRONMENTAL QUALITY.101.3 SCOPE.THE PROVISIONS OF THIS CODE SHALL APPLY TO THE PLANNING, DESIGN,OPERATION, CONSTRUCTION, USE AND OCCUPANCY OF EVERY NEWLY CONSTRUCTED BUILDING OR STRUCTURE, UNLESS OTHERWISE INDICATED IN THIS CODE, THROUGHOUT THE STATE OF CALIFORNIA.IT IS NOT THE INTENT THAT THIS CODE SUBSTITUTE OR BE IDENTIFIED AS MEETING THE CERTIFICATION REQUIREMENTS OF ANY GREEN BUILDING PROGRAM.SECTION 301 GENERAL301.1 SCOPE. BUILDINGS SHALL BE DESIGNED TO INCLUDE THE GREEN BUILDING MEASURES SPECIFIED AS MANDATORY IN THE APPLICATION CHECKLISTS CONTAINED IN THIS CODE. VOLUNTARY GREEN BUILDING MEASURES ARE ALSO INCLUDED IN THE APPLICATION CHECKLISTS AND MAY BE INCLUDED IN THE DESIGN AND CONSTRUCTION OF STRUCTURES COVERED BY THIS CODE, BUT ARE NOT REQUIRED UNLESS ADOPTED BY A CITY, COUNTY, OR CITY AND COUNTY AS SPECIFIED IN SECTION 101.7.301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS[BSC-CG]THE PROVISIONS OF INDIVIDUAL SECTIONS OF CHAPTER 5APPLY TO NEWLY CONSTRUCTED BUILDINGS, BUILDING ADDITIONS OF 1,000 SQUARE FEET OR GREATER, AND/OR BUILDING ALTERATIONS WITH A PERMIT VALUATION OF $200,000 OR ABOVE (FOR OCCUPANCIES WITHIN THE AUTHORITY OF CALIFORNIA BUILDING STANDARDS COMMISSION). CODE SECTIONS RELEVANT TO ADDITIONS AND ALTERATIONS SHALL ONLY APPLY TO THE PORTIONS OF THE BUILDING BEING ADDED OR ALTERED WITHIN THE SCOPE OF THE PERMITTED WORK.A CODE SECTION WILL BE DESIGNATED BY A BANNER TO INDICATE WHERE THE CODE SECTION ONLY APPLIES TO NEWLY CONSTRUCTED BUILDINGS [N] OR TO ADDITIONS AND/OR ALTERATIONS [A]. WHEN THE CODE SECTION APPLIES TO BOTH, NO BANNER WILL BE USED.301.3.1 NONRESIDENTIAL ADDITIONS AND ALTERATIONS THAT CAUSE UPDATES TO PLUMBING FIXTURES ONLY:NOTE: ON AND AFTER JANUARY 1, 2014, CERTAIN COMMERCIAL REAL PROPERTY, AS DEFINED IN CIVIL CODE SECTION 1101.3, SHALL HAVE ITS NONCOMPLIANT PLUMBING FIXTURES REPLACED WITH APPROPRIATE WATER-CONSERVING PLUMBING FIXTURES UNDER SPECIFIC CIRCUMSTANCES. SEE CIVIL CODE SECTION 1101.1 ET SEQ.FOR DEFINITIONS, TYPES OF COMMERCIAL REAL PROPERTY AFFECTED, EFFECTIVE DATES, CIRCUMSTANCES NECESSITATING REPLACEMENT OF NONCOMPLIANT PLUMBING FIXTURES, AND DUTIES AND RESPONSIBILITIES FOR ENSURING COMPLIANCE.301.3.2 WASTE DIVERSIONTHE REQUIREMENTS OF SECTION 5.408SHALL BE REQUIRED FOR ADDITIONS AND ALTERATIONS WHENEVER A PERMIT IS REQUIRED FOR WORK.301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES (SEE GBSC)301.5 HEALTH FACILITIES (SEE GBSC)SECTION 302 MIXED OCCUPANCYBUILDINGS302.1 MIXED OCCUPANCY BUILDINGS. IN MIXED OCCUPANCY BUILDINGS, EACH PORTION OF A BUILDING SHALL COMPLY WITH THE SPECIFIC GREEN BUILDING MEASURES APPLICABLE TO EACH SPECIFIC OCCUPANCY.SECTION 102 CONSTRUCTIONDOCUMENTS AND INSTALLATIONVERIFICATION102.1 SUBMITTAL DOCUMENTS. CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL BE SUBMITTED IN ONE OR MORE SETS WITH EACH APPLICATION FOR A PERMIT. WHERE SPECIAL CONDITIONS EXIST, THE ENFORCING AGENCY IS AUTHORIZED TO REQUIRE ADDITIONAL CONSTRUCTION DOCUMENTS TO BE PREPARED BY A LICENSED DESIGN PROFESSIONAL AND MAY BE SUBMITTED SEPARATELY.EXCEPTION:THE ENFORCING AGENCY IS AUTHORIZED TO WAIVE THE SUBMISSION OF CONSTRUCTION DOCUMENTS AND OTHER DATA NOT REQUIRED TO BE PREPARED BY A LICENSED DESIGN PROFESSIONAL.102.2 INFORMATION ON CONSTRUCTION DOCUMENTS.CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND SCOPE OF THE PROPOSED GREEN BUILDING FEATURE AND SHOW THAT IT WILL CONFORM TO THE PROVISIONSOF THIS CODE, THE CALIFORNIA BUILDING STANDARDS CODEAND OTHER RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS AS DETERMINED BY THE ENFORCING AGENCY.102.3 VERIFICATION.DOCUMENTATION OF CONFORMANCE FOR APPLICABLE GREEN BUILDING MEASURES SHALL BE PROVIDED TO THE ENFORCING AGENCY. ALTERNATE METHODS OF DOCUMENTATION SHALL BE ACCEPTABLE WHEN THE ENFORCING AGENCY FINDS THAT THE PROPOSED ALTERNATE DOCUMENTATION IS SATISFACTORY TO DEMONSTRATE SUBSTANTIAL CONFORMANCE WITH THE INTENT OF THE PROPOSED GREEN BUILDING MEASURE.CHAPTER 3 - GREEN BUILDINGCHAPTER 5 - NONRESIDENTIAL MANDATORY MEASURES2 THE NUMBER OF REQUIRED EVCS (EV CAPABLE SPACES PROVIDED WITH EVSE) IN COLUMN 3 COUNT TOWARD THE TOTAL NUMBER OF REQUIRED EV CAPABLE SPACES SHOWN IN COLUMN 2.5.106.5.3.2 ELECTRIC VEHICLE CHARGING STATIONS (EVCS)EV CAPABLE SPACES SHALL BE PROVIDED WITH EVSE TO CREATE EVCS IN THE NUMBER INDICATED IN TABLE 5.106.5.3.1. THE EVCS REQUIRED BY TABLE 5.106.5.3.1 MAY BE PROVIDED WITH EVSE IN ANY COMBINATION OF LEVEL 2 AND DIRECT CURRENT FAST CHARGING (DCFC), EXCEPT THAT AT LEAST ONE LEVEL 2 EVSE SHALL BE PROVIDED.ONE EV CHARGER WITH MULTIPLE CONNECTORS CAPABLE OF CHARGING MULTIPLE EVS SIMULTANEOUSLY SHALL BE PERMITTED IF THE ELECTRICAL LOAD CAPACITY REQUIRED BY SECTION 5.106.5.3.1 FOR EACH EV CAPABLE SPACE IS ACCUMULATIVELY SUPPLIED TO THE EV CHARGER.THE INSTALLATION OF EACH DCFC EVSE SHALL BE PERMITTED TO REDUCE THE MINIMUM NUMBER OF REQUIRED EV CAPABLE SPACES WITHOUT EVSE BY FIVE AND REDUCE PROPORTIONALLY THE REQUIRED ELECTRICAL LOAD CAPACITY TO THE SERVICE PANEL OR SUBPANEL.5.106.5.3.3 USE OF AUTOMATIC LOAD MANAGEMENT SYSTEMS (ALMS)ALMS SHALL BE PERMITTED FOR EVCS. WHEN ALMS IS INSTALLED, THE REQUIRED ELECTRICAL LOAD CAPACITY SPECIFIED IN SECTION 5.106.5.3.1FOR EACH EVCS MAY BE REDUCED WHEN SERVICED BY AN EVSE CONTROLLED BY AN ALMS. EACH EVSE CONTROLLED BY AN ALMS SHALL DELIVER A MINIMUM 30 AMPERES TO AN EV WHEN CHARGING ONE VEHICLE AND SHALL DELIVER A MINIMUM 3.3 KW WHILE SIMULTANEOUSLY CHARGING MULTIPLE EVS.5.106.5.3.4 ACCESSIBLE EVCSWHEN EVSE IS INSTALLED, ACCESSIBLE EVCS SHALL BE PROVIDED IN ACCORDANCE WITH THECALIFORNIA BUILDING CODE, CHAPTER 11B, SECTION 11B-228.3.NOTE: FOR EVCS SIGNS, REFER TO CALTRANS TRAFFIC OPERATIONS POLICY DIRECTIVE 13-01 (ZERO EMISSION VEHICLE SIGNS AND PAVEMENT MARKINGS) OR ITS SUCCESSOR(S).5.106.8 LIGHT POLLUTION REDUCTION [N].OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND INSTALLED TO COMPLY WITH THE FOLLOWING:1. THE MINIMUM REQUIREMENTS IN THE CALIFORNIA ENERGY CODEFOR LIGHTING ZONES 0-4 AS DEFINED IN CHAPTER 10, SECTION 10-114OF THE CALIFORNIA ADMINISTRATIVE CODE; AND 2. BACKLIGHT (B) RATINGS AS DEFINED IN IES TM-15-11 (SHOWN IN TABLE A-1 IN CHAPTER 8); 3. UPLIGHT AND GLARE RATINGS AS DEFINED IN CALIFORNIA ENERGY CODE(SHOWN INTABLES 130.2-AAND 130.2-BIN CHAPTER 8) AND 4. ALLOWABLE BUG RATINGS NOT EXCEEDING THOSE SHOWN IN TABLE 5.106.8 [N], OR COMPLY WITH A LOCAL ORDINANCE LAWFULLY ENACTED PURSUANT TO SECTION 101.7, WHICHEVER IS MORE STRINGENT.EXCEPTIONS: [N]1. LUMINAIRES THAT QUALIFY AS EXCEPTIONS IN SECTION 130.2(B) AND 140.7OF THE CALIFORNIA ENERGY CODE2. EMERGENCY LIGHTING.3. BUILDING FACADE MEETING THE REQUIREMENTS IN TABLE 140.7-BOF THE CALIFORNIA ENERGY CODE, PART 6.4. CUSTOM LIGHTING FEATURES AS ALLOWED BY THE LOCAL ENFORCING AGENCY, AS PERMITTED BY SECTION 101.8ALTERNATE MATERIALS, DESIGNS AND METHODS OF CONSTRUCTION.5. LUMINAIRES WITH LESS THAN 6,200 INITIAL LUMINAIRE LUMENS.NOTES: [N]1. SEE ALSO CALIFORNIA BUILDING CODE, CHAPTER 12, SECTION 1205.7 FOR COLLEGE CAMPUS LIGHTING REQUIREMENTS FOR PARKING FACILITIES AND WALKWAYS. 2. REFER TO CHAPTER 8(COMPLIANCE FORMS, WORKSHEETS AND REFERENCE MATERIAL) FOR IES TM-15-11 TABLE A1, CALIFORNIA ENERGY CODE TABLES 130.2-AAND 130.2-B.3. REFER TO THE CALIFORNIA ENERGY CODEFOR REQUIREMENTS FOR ADDITIONS AND ALTERATIONS.EXCEPTION:ADDITIONS OR ALTERATIONS WHICH ADD NINE OR LESS VISITOR VEHICULAR PARKING SPACES.5.106.4.1.2 LONG-TERM BICYCLE PARKINGFOR NEW BUILDINGS WITH TENANT SPACES THAT HAVE 10 OR MORE TENANT-OCCUPANTS, PROVIDE SECURE BICYCLE PARKING FOR 5 PERCENT OF THE TENANT-OCCUPANT VEHICULAR PARKING SPACES WITH A MINIMUM OF ONE BICYCLE PARKING FACILITY. 5.106.4.1.3FOR ADDITIONS OR ALTERATIONS THAT ADD 10 OR MORE TENANT-OCCUPANT VEHICULAR PARKING SPACES, PROVIDE SECURE BICYCLE PARKING FOR 5 PERCENT OF THE TENANT VEHICULAR PARKING SPACES BEING ADDED, WITH A MINIMUM OF ONE BICYCLE PARKING FACILITY. 5.106.4.1.4FOR NEW SHELL BUILDINGS IN PHASED PROJECTS PROVIDE SECURE BICYCLE PARKING FOR 5 PERCENT OF THE ANTICIPATED TENANT-OCCUPANT VEHICULAR PARKING SPACES WITH A MINIMUM OF ONE BICYCLE PARKING FACILITY. 5.106.4.1.5ACCEPTABLE BICYCLE PARKING FACILITY FORSECTIONS 5.106.4.1.2, 5.106.4.1.3, AND 5.106.4.1.4SHALL BE CONVENIENT FROM THE STREET AND SHALL MEET ONE OF THE FOLLOWING: 1. COVERED, LOCKABLE ENCLOSURES WITH PERMANENTLY ANCHORED RACKS FOR BICYCLES; 2. LOCKABLE BICYCLE ROOMS WITH PERMANENTLY ANCHORED RACKS; OR 3. LOCKABLE, PERMANENTLY ANCHORED BICYCLE LOCKERS.NOTE:ADDITIONAL INFORMATION ON RECOMMENDED BICYCLE ACCOMMODATIONS MAY BE OBTAINED FROM SACRAMENTO AREA BICYCLE ADVOCATES.5.106.4.2 BICYCLE PARKING [DSA]FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES, COMPLY WITH SECTIONS 5.106.4.2.1AND 5.106.4.2.2.5.106.4.2.1 STUDENT BICYCLE PARKINGPROVIDE PERMANENTLY ANCHORED BICYCLE RACKS CONVENIENTLY ACCESSED WITH A MINIMUM OF FOUR TWO-BIKE CAPACITY RACKS PER NEW BUILDING. 5.106.4.2.2 STAFF BICYCLE PARKINGPROVIDE PERMANENT, SECURE BICYCLE PARKING CONVENIENTLY ACCESSED WITH A MINIMUM OF TWO STAFF BICYCLE PARKING SPACES PER NEW BUILDING. ACCEPTABLE BICYCLE PARKING FACILITIES SHALL BE CONVENIENT FROM THE STREET OR STAFF PARKING AREA AND SHALL MEET ONE OF THE FOLLOWING:1. COVERED, LOCKABLE ENCLOSURES WITH PERMANENTLY ANCHORED RACKS FOR BICYCLES;2. LOCKABLE BICYCLE ROOMS WITH PERMANENTLY ANCHORED RACKS; OR3. LOCKABLE, PERMANENTLY ANCHORED BICYCLE LOCKERS.5.106.5.3 ELECTRIC VEHICLE (EV) CHARGING [N]CONSTRUCTION TO PROVIDE ELECTRIC VEHICLE INFRASTRUCTURE AND FACILITATE ELECTRIC VEHICLE CHARGING SHALL COMPLY WITH SECTION 5.106.5.3.1AND SHALL BE PROVIDED IN ACCORDANCE WITH REGULATIONS IN THE CALIFORNIA BUILDING CODEAND THE CALIFORNIA ELECTRICAL CODE.EXCEPTIONS:1. ON A CASE-BY-CASE BASIS WHERE THE LOCAL ENFORCING AGENCY HAS DETERMINED COMPLIANCE WITH THIS SECTION IS NOT FEASIBLE BASED UPON ONE OF THE FOLLOWING CONDITIONS:a. WHERE THERE IS NO LOCAL UTILITY POWER SUPPLY.b. WHERE THE LOCAL UTILITY IS UNABLE TO SUPPLY ADEQUATE POWER.c. WHERE THERE IS EVIDENCE SUITABLE TO THE LOCAL ENFORCEMENT AGENCY SUBSTANTIATING THAT ADDITIONAL LOCAL UTILITY INFRASTRUCTURE DESIGN REQUIREMENTS, DIRECTLY RELATED TO THE IMPLEMENTATION OF SECTION 5.106.5.3, MAY ADVERSELY IMPACT THE CONSTRUCTION COST OF THE PROJECT.2. PARKING SPACES ACCESSIBLE ONLY BY AUTOMATED MECHANICAL CAR PARKING SYSTEMS ARE NOT REQUIRED TO COMPLY WITH THIS CODE SECTION.5.106.5.3.1 EV CAPABLE SPACESEV CAPABLE SPACES SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 5.106.5.3.1AND THE FOLLOWING REQUIREMENTS:1. RACEWAYS COMPLYING WITH THE CALIFORNIA ELECTRICAL CODEAND NO LESS THAN 1-INCH DIAMETER SHALL BE PROVIDED AND SHALL ORIGINATE AT A SERVICE PANEL OR A SUBPANEL(S) SERVING THE AREA, AND SHALL TERMINATE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE EV CAPABLE SPACE AND INTO A SUITABLE LISTED CABINET, BOX, ENCLOSURE OR EQUIVALENT. A COMMON RACEWAY MAY BE USED TO SERVE MULTIPLE EV CAPABLE SPACES.2. A SERVICE PANEL OR SUBPANEL(S) SHALL BE PROVIDED WITH PANEL SPACE AND ELECTRICAL LOAD CAPACITY FOR A DEDICATED 208/240 VOLT, 40-AMPERE MINIMUM BRANCH CIRCUIT FOR EACH EV CAPABLE SPACE, WITH DELIVERY OF 30-AMPERE MINIMUM TO AN INSTALLED EVSE AT EACH EVCS.3. THE ELECTRICAL SYSTEM AND ANY ON-SITE DISTRIBUTION TRANSFORMERS SHALL HAVE SUFFICIENT CAPACITY TO SUPPLY FULL RATED AMPERAGE AT EACH EV CAPABLE SPACE.4. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE RESERVED OVERCURRENT PROTECTIVE DEVICE SPACE(S) AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE."NOTE: A PARKING SPACE SERVED BY ELECTRIC VEHICLE SUPPLY EQUIPMENT OR DESIGNED AS A FUTURE EV CHARGING SPACE SHALL COUNT AS AT LEAST ONE STANDARD AUTOMOBILE PARKING SPACE ONLY FOR THE PURPOSE OF COMPLYING WITH ANY APPLICABLE MINIMUM PARKING SPACE REQUIREMENTS ESTABLISHED BY AN ENFORCEMENT AGENCY. SEE VEHICLE CODE SECTION 22511.2FOR FURTHER DETAILS.1 CALCULATION FOR SPACES SHALL BE ROUNDED UP TO THE NEAREST WHOLE NUMBER.SECTION 303 PHASED PROJECTS303.1 PHASED PROJECTS. FOR SHELL BUILDINGS AND OTHERS CONSTRUCTED FOR FUTURE TENANT IMPROVEMENTS, ONLY THOSE CODE MEASURES RELEVANT TO THE BUILDING COMPONENTS AND SYSTEMS CONSIDERED TO BE NEW CONSTRUCTION (OR NEWLY CONSTRUCTED) SHALL APPLY.303.1.1 INITIAL TENANT IMPROVEMENTSTHE PROVISIONS OF THIS CODE SHALL APPLY ONNLY TO THE INITIAL TENANT IMPROVEMENTS TO A PROJECT. SUBSEQUENT TENANT IMPROVEMENTS SHALL COMPLY WITH THE SCOPING PROVISIONS IN SECTION 301.3NON-RESIDENTIAL ADDITIONS AND ALTERATIONS.1 IESNA LIGHTING ZONES 0 ARE NOT APPLICABLE; REFER TO LIGHTING ZONES AS DEFINED IN THE CALIFORNIA ENERGY CODE AND CHAPTER 10 OF THE CALIFORNIA ADMINISTRATIVE CODE.2 FOR PROPERTY LINES THAT ABUT PUBLIC WALKWAYS, BIKEWAYS, PLAZAS AND PARKING LOTS, THE PROPERTY LINE MAY BE CONSIDERED TO BE 5 FEET BEYOND THE ACTUAL PROPERTY LINE FOR PURPOSE OF DETERMINING COMPLIANCE WITH THIS SECTION. FOR PROPERTY LINES THAT ABUT PUBLIC ROADWAYS AND PUBLIC TRANSIT CORRIDORS, THE PROPERTY LINE MAY BE CONSIDERED TO BE THE CENTERLINE OF THE PUBLIC ROADWAY OR PUBLIC TRANSIT CORRIDOR FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH THIS SECTION. 3 GENERAL LIGHTING LUMINAIRES IN AREAS SUCH AS OUTDOOR PARKING, SALES OR STORAGE LOTS SHALL MEET THESE REDUCED RATINGS. DECORATIVE LUMINAIRES LOCATED IN THESE AREAS SHALL MEET U-VALUE LIMITS FOR "ALL OTHER OUTDOOR LIGHTING."5.106.8.1 FACING -BACKLIGHTLUMINAIRES WITHIN 2MH OF A PROPERTY LINE SHALL BE ORIENTED SO THAT THE NEAREST PROPERTY LINE IS BEHIND THE FIXTURE, AND SHALL COMPLY WITH THE BACKLIGHT RATING SPECIFIED IN TABLE 5.106.8 BASED ON THE LIGHTING ZONE AND DISTANCE TO THE NEAREST POINT OF THAT PROPERTY LINE.EXCEPTION:CORNERS. IF TWO PROPERTY LINES (OR TWO SEGMENTS OF THE SAME PROPERTY LINE) HAVE EQUIDISTANT POINTS TO THE LUMINAIRE, THEN THE LUMINAIRE MAY BE ORIENTED SO THAT THE INTERSECTION OF THE TWO LINES (THE CORNER) IS DIRECTLY BEHIND THE LUMINAIRE. THE LUMINAIRE SHALL STILL USE THE DISTANCE TO THE NEAREST POINT(S) ON THE PROPERTY LINES TO DETERMINE THE REQUIRED BACKLIGHT RATING.5.106.8.2 FACING -GLAREFOR LUMINAIRES COVERED BY 5.106.8.1, IF A PROPERTY LINE ALSO EXISTS WITHIN OR EXTENDS INTO THE FRONT HEMISPHERE WITHIN 2MH OF THE LUMINAIRE THEN THE LUMINAIRE SHALL COMPLY WITH THE MORE STRINGENT GLARE RATING SPECIFIED IN TABLE 5.106.8 BASED ON THE LIGHTING ZONE AND DISTANCE TO THE NEAREST POINT ON THE NEAREST PROPERTY LINE WITHIN THE FRONT HEMISPHERE.5.106.10 GRADING AND PAVINGCONSTRUCTION PLANS SHALL INDICATE HOW SITE GRADING OR A DRAINAGE SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS TO KEEP WATER FROM ENTERING BUILDINGS. EXAMPLES OF METHODS TO MANAGE SURFACE WATER INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:1. SWALES.2. WATER COLLECTION AND DISPOSAL SYSTEMS.3. FRENCH DRAINS.4. WATER RETENTION GARDENS.5. OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN GROUNDWATER RECHARGE.EXCEPTION:ADDITIONS AND ALTERATIONS NOT ALTERING THE DRAINAGE PATH. 5.106.12 SHADE TREES [DSA-SS] SHADE TREES SHALL BE PLANTED TO COMPLY WITH SECTIONS 5.106.12.1, 5.106.12.2, AND 5.106.12.3. PERCENTAGES SHOWN SHALL BE MEASURED AT NOON ON THE SUMMER SOLSTICE. LANDSCAPE IRRIGATION NECESSARY TO ESTABLISH AND MAINTAIN TREE HEALTH SHALL COMPLY WITH SECTION 5.304.6.5.106.12.1 SURFACE PARKING AREASSHADE TREE PLANTINGS, MINIMUM #10 CONTAINER SIZE OR EQUAL, SHALLBE INSTALLED TO PROVIDE SHADE OVER 50 PERCENT OF THE PARKING AREA WITHIN 15 YEARS.EXCEPTIONS:THE SURFACE PARKING AREA COVERED BY SOLAR PHOTOVOLTAIC SHADE STRUCTURES, OR SHADE STRUCTURES, WITH ROOFING MATERIALS THAT COMPLY WITH TABLE A5.106.11.2.2IN APPENDIX A5, SHALL BE PERMITTED IN WHOLE OR IN PART IN LIEU OF SHADE TREE PLANTINGS.5.106.12.2 LANDSCAPE AREASSHADE TRESS PLANTINGS, MINIMUM #10 CONTAINER SIZE OR EQUAL SHALLBE INSTALLED TO PROVIDE SHADE OF 20% OF THE LANDSCAPE AREA WITHIN 15 YEARS.EXCEPTIONS:PLAYFIELDS FOR ORGANIZED SPORT ACTIVITY ARE NOT INCLUDED IN THE TOTAL AREA CALCULATION.5.106.12.3. HARDSCAPE AREAS. SHADE TREE PLANTINGS, MINIMUM #10 CONTAINER SIZE OR EQUAL SHALL BE INSTALLED TO PROVIDE SHADE OVER 20% OF THE HARDSCAPE AREA WITHIN 15 YEARS.EXCEPTIONS:WALKS, HARDSCAPE AREAS COVERED BY SOLAR PHOTOVOLTAIC SHADE STRUCTURES, AND HARDSCAPE AREAS COVERED BY SHADE STRUCTURES WITH ROOFING MATERIALS THAT COMPLY WITH TABLE A5.106.11.2.2IN APPENDIX A5, SHALL BE PERMITTED IN WHOLE OR IN PART IN LIEU OF SHADE TREE PLANTINGS.DESIGNATED AND MARKED PLAY AREAS OF ORGANIZED SPORT ACTIVITY ARE NOT INCLUDED IN THE TOTAL AREA CALCULATION..5.303 INDOOR WATER USEDIVISION 5.3 WATER EFFICIENCY ANDCONSERVATION5.303.1 METERSSEPARATE SUBMETERS OR METERING DEVICES SHALL BE INSTALLED FOR THE USES DESCRIBED IN SECTIONS 5.303.1.1 AND 5.303.1.2. 5.303.1.1 NEW BUILDINGS OR ADDITIONS IN EXCESS OF 50,000 SQUARE FEETSEPARATE SUBMETERS SHALL BE INSTALLED AS FOLLOWS:1. FOR EACH INDIVIDUAL LEASED, RENTED, OR OTHER TENANT SPACE WITHIN THE BUILDING PROJECTED TO CONSUME MORE THAN 100 GAL/DAY (380 L/DAY), INCLUDING, BUT NOT LIMITED TO, SPACES USED FOR LAUNDRY OR CLEANERS, RESTAURANT OR FOOD SERVICE, MEDICAL OR DENTAL OFFICE, LABORATORY, OR BEAUTY SALON OR BARBER SHOP.2. WHERE SEPARATE SUBMETERS FOR INDIVIDUAL BUILDING TENANTS ARE UNFEASIBLE, FOR WATER SUPPLIED TO THE FOLLOWING SUBSYSTEMS:a. MAKEUP WATER FOR COOLING TOWERS WHERE FLOW THROUGH IS GREATER THAN 500 GPM (30 L/S).b. MAKEUP WATER FOR EVAPORATIVE COOLERS GREATER THAN 6 GPM (0.04 L/S).c. STEAM AND HOT-WATER BOILERS WITH ENERGY INPUT MORE THAN 500,000 BTU/H (147 KW).5.201 GENERALDIVISION 5.2 ENERGY EFFICIENCY5.201.1 SCOPE.CALIFORNIA ENERGY CODEFOR THE PURPOSES OF MANDATORY ENERGY EFFICIENCY STANDARDS IN THIS CODE, THE CALIFORNIA ENERGY COMMISSION WILL CONTINUE TO ADOPT MANDATORY BUILDING STANDARDS.5.301 GENERAL5.301.1 SCOPETHE PROVISIONS OF THIS CHAPTER SHALL ESTABLISH THE MEANS OF CONSERVING WATER USED INDOORS, OUTDOORS AND IN WASTEWATER CONVEYANCE.C 3 8 0 7 92-28-27RENEWAL DATEAATTCC TTIIHHCCRRAADD SSNN CCIILLSSTTAATT OOFFCCAALLIIFFOORRNNIIKATHRYNANNEHIC K S DATE:04.04.2025 C 3 8 0 7 92-28-25RENEWAL DATEATCETIHCRADESNECI LS TAT EOFCALIFORNIKATHRYNANNEHIC K SMISSION PLAZA RESTROOM & CAFECITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNOT FOR CONSTRUCTION2000057-021417-11-RC227/30/2024 15:09:24CAL GREEN REQUIREMENTSG-202KHDPKHJULY 31, 2024DPRIGHETTI RANCH PARKS - COMMUNITY PARKARCHITECTURAL APPLICATIONSTABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2INDOOR CARPET ADHESIVESCARPET PAD ADHESIVESOUTDOOR CARPET ADHESIVESWOOD FLOORING ADHESIVESRUBBER FLOORING ADHESIVESSUBFLOOR ADHESIVESCERAMIC TILE ADHESIVESCURRENT VOC LIMIT5050150100605065(LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER)VCT AND ASPHALT TILE ADHESIVESDRYWALL AND PANEL ADHESIVESCOVE BASE ADHESIVESMULTIPURPOSE CONSTRUCTION ADHESIVESSTRUCTURAL GLAZINGADHESIVESSINGLE-PLY ROOF MEMBRANEADHESIVESOTHER ADHESIVES NOT SPECIFICALLY LISTED5050507010025050SPECIALTY APPLICATIONSPVC WELDINGCPVC WELDINGABD WELDINGPLASTIC CEMENT WELDINGADHESIVE PRIMER FOR PLASTICCONTACT ADHESIVESPECIAL PURPOSE CONTACT ADHESIVE51049032525055080250STRUCTURAL WOOD MEMBER ADHESIVETOP AND TRIMADHESIVESSUBSTRATE SPECIFIC APPLICATIONSMETAL TO METALPLASTIC FOAMS POROUS MATERIAL (EXCEPT WOOD)WOODFIBERGLASS25014030505030801. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.WWW.ARB.CA.GOV/DRDB/SC/CURHTML/R1168.PDF2022 CALIFORNIA GREEN BUILDING STANDARDS CODENONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (JANUARY 2023) 5.303.1.2 EXCESS CONSUMPTIONA SEPARATE SUBMETER OR METERING DEVICE SHALL BE PROVIDED FOR ANY TENANT WITHIN A NEW BUILDING OR WITHIN AN ADDITION THAT IS PROJECTED TO CONSUME MORE THAN 1,000 GAL/DAY. 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGSPLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL COMPLY WITH THE FOLLOWING: 5.303.3.1 WATER CLOSETSTHE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. TANK-TYPE WATER CLOSETS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR TANK-TYPE TOILETS.NOTE:THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH.5.303.3.2 URINALS5.303.3.2.1 WALL-MOUNTED URINALSTHE EFFECTIVE FLUSH VOLUME OF WALL-MOUNTED URINALS SHALL NOT EXCEED 0.125 GALLONS PER FLUSH. 5.303.3.2.2 FLOOR-MOUNTED URINALSTHE EFFECTIVE FLUSH VOLUME OF FLOOR-MOUNTED OR OTHER URINALS SHALL NOT EXCEED 0.5 GALLONS PER FLUSH. 5.303.3.3 SHOWERHEADS.5.303.3.3.1 SINGLE SHOWERHEADSHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE AT 80 PSI. SHOWERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR SHOWERHEADS. 5.303.3.3.2 MULTIPLE SHOWERHEADS SERVING ONE SHOWERWHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME. NOTE:A HAND-HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD.5.303.3.4 FAUCETS AND FOUNTAINS5.303.3.4.1 NONRESIDENTIAL LAVATORY FAUCETSLAVATORY FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 0.5 GALLONS PER MINUTE AT 60 PSI. 5.303.3.4.2 KITCHEN FAUCETSKITCHEN FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. 5.303.3.4.3 WASH FOUNTAINSWASH FOUNTAINS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE/20 [RIM SPACE (INCHES) AT 60 PSI]. 5.303.3.4.4 METERING FAUCETSMETERING FAUCETS SHALL NOT DELIVER MORE THAN 0.20 GALLONS PER CYCLE. 5.303.3.4.5 METERING FAUCETS FOR WASH FOUNTAINSMETERING FAUCETS FOR WASH FOUNTAINS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 0.20 GALLONS PER CYCLE/20 [RIM SPACE (INCHES) AT 60 PSI].NOTE:WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION.5.303.3.4.6 PRE-RINSE SPRAY VALVEWHEN INSTALLED, SHALL MEET THE REQUIREMENTS IN THE CALIFORNIA CODE OF REGULATIONS, TITLE 20 (APPLIANCE EFFICIENCY REGULATIONS), SECTION 1605.1(H)(4) TABLE H-2, SECTION 1605.3(H)(4)(A), AND SECTION 1607(D)(7), AND SHALL BE EQUIPPED WITH AN INTEGRAL AUTOMATIC SHUTOFF.5.303.4 COMMERCIAL KITCHEN EQUIPMENT5.303.4.1 FOOD WASTE DISPOSERSDISPOSERS SHALL EITHER MODULATE THE USE OF WATER TO NO MORE THAN 1 GPM WHEN THE DISPOSER IS NOT IN USE (NOT ACTIVELY GRINDING FOOD WASTE/NO-LOAD) OR SHALL AUTOMATICALLY SHUT OFF AFTER NO MORE THAN 10 MINUTES OF INACTIVITY. DISPOSERS SHALL USE NO MORE THAN 8 GPM OF WATER.NOTE:THIS CODE SECTION DOES NOT AFFECT LOCAL JURISDICTION AUTHORITY TO PROHIBIT OR REQUIRE DISPOSER INSTALLATION.5.303.5 AREAS OF ADDITION OR ALTERATIONFOR THOSE OCCUPANCIES WITHIN THE AUTHORITY OF THE CALIFORNIA BUILDING STANDARDS COMMISSION AS SPECIFIED IN SECTION 103, THE PROVISIONS OF SECTIONS 5.303.3AND 5.303.4SHALL APPLY TO NEW FIXTURES IN ADDITIONS OR AREAS OF ALTERATION TO THE BUILDING. 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGSPLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED INTABLE 1701.1OF THE CALIFORNIA PLUMBING CODEAND INCHAPTER 6 OF THIS CODE.5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT5.407.1 WEATHER PROTECTIONPROVIDE A WEATHER-RESISTANT EXTERIOR WALL AND FOUNDATION ENVELOPE AS REQUIRED BY CALIFORNIA BUILDING CODESECTION 1402.2(WEATHER PROTECTION), MANUFACTURER’S INSTALLATION INSTRUCTIONS OR LOCAL ORDINANCE, WHICHEVER IS MORE STRINGENT. 5.407.2 MOISTURE CONTROLEMPLOY MOISTURE CONTROL MEASURES BY THE FOLLOWING METHODS. 5.407.2.1 SPRINKLERSDESIGN AND MAINTAIN LANDSCAPE IRRIGATION SYSTEMS TO PREVENT SPRAY ON STRUCTURES. 5.407.2.2 ENTRIES AND OPENINGSDESIGN EXTERIOR ENTRIES AND/OR OPENINGS SUBJECT TO FOOT TRAFFIC OR WIND-DRIVEN RAIN TO PREVENT WATER INTRUSION INTO BUILDINGS AS FOLLOWS: 5.407.2.2.1 EXTERIOR DOOR PROTECTIONPRIMARY EXTERIOR ENTRIES SHALL BE COVERED TO PREVENT WATER INTRUSION BY USING NONABSORBENT FLOOR AND WALL FINISHES WITHIN AT LEAST 2 FEET AROUND AND PERPENDICULAR TO SUCH OPENINGS PLUS AT LEAST ONE OF THE FOLLOWING:1. AN INSTALLED AWNING AT LEAST 4 FEET IN DEPTH.2. THE DOOR IS PROTECTED BY A ROOF OVERHANG AT LEAST 4 FEET IN DEPTH.3. THE DOOR IS RECESSED AT LEAST 4 FEET.4. OTHER METHODS WHICH PROVIDE EQUIVALENT PROTECTION.5.407.2.2.2 FLASHINGINSTALL FLASHINGS INTEGRATED WITH A DRAINAGE PLANE.SECTION 5.408 CONSTRUCTION WASTE REDUCTION,DISPOSAL AND RECYCLING5.408.1 CONSTRUCTION WASTE MANAGEMENTRECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH SECTION 5.408.1.1, 5.408.1.2OR 5.408.1.3; OR MEET A LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, WHICHEVER IS MORE STRINGENT. 5.408.1.1 CONSTRUCTION WASTE MANAGEMENT PLANWHERE A LOCAL JURISDICTION DOES NOT HAVE A CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE THAT IS MORE STRINGENT, SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN THAT1. IDENTIFIES THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY EFFICIENT USAGE, RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE.2. DETERMINES IF CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE SORTED ON-SITE (SOURCE-SEPARATED) OR BULK MIXED (SINGLE STREAM).3. IDENTIFIES DIVERSION FACILITIES WHERE CONSTRUCTION AND DEMOLITION WASTE MATERIAL COLLECTED WILL BE TAKEN.4. SPECIFIES THAT THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE MATERIALS DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH.}5.408.1.2 WASTE MANAGEMENT COMPANYUTILIZE A WASTE MANAGEMENT COMPANY THAT CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION AND DEMOLITION WASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH THIS SECTION.NOTE:THE OWNER OR CONTRACTOR SHALL MAKE THE DETERMINATION IF THE CONSTRUCTION AND DEMOLITION WASTE MATERIAL WILL BE DIVERTED BY A WASTE MANAGEMENT COMPANY.EXCEPTIONS TO SECTIONS 5.408.1.1AND 5.408.1.2:1. EXCAVATED SOIL AND LAND-CLEARING DEBRIS.2. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH THIS ITEM DO NOT EXIST.3. DEMOLITION WASTE MEETING LOCAL ORDINANCE OR CALCULATED IN CONSIDERATION OF LOCAL RECYCLING FACILITIES AND MARKETS.5.408.1.3 WASTE STREAM REDUCTION ALTERNATIVETHE COMBINED WEIGHT OF NEW CONSTRUCTION DISPOSAL THAT DOES NOT EXCEED TWO POUNDS PER SQUARE FOOT OF BUILDING AREA MAY BE DEEMED TO MEET THE 65 PERCENT MINIMUM REQUIREMENT AS APPROVED BY THE ENFORCING AGENCY. 5.408.1.4 DOCUMENTATIONDOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTIONS 5.408.1.1THROUGH5.408.1.3. THE WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY AND SHALL BE ACCESSIBLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY.NOTES:1. SAMPLE FORMS FOUND IN “A GUIDE TO THE CALIFORNIA GREEN BUILDING STANDARDS CODE (NONRESIDENTIAL)”LOCATED AT https://www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-CommissionResources-List-Folder/CALGreen MAY BE USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH THE WASTE MANAGEMENT PLAN.2. MIXED CONSTRUCTION AND DEMOLITION DEBRIS (C&D) PROCESSORS CAN BE LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING AND RECOVERY (CALRECYCLE).5.408.2 UNIVERSAL WASTE. [A] ADDITIONS AND ALTERATIONS TO A BUILDING OR TENANT SPACE THAT MEET THE SCOPING PROVISIONS IN SECTION 301.3FOR NONRESIDENTIAL ADDITIONS AND ALTERATIONS, SHALL REQUIRE VERIFICATION THAT 5.304 OUTDOOR WATER USE5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREASNONRESIDENTIAL DEVELOPMENTS SHALL COMPLY WITH A LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE OR THE CURRENT CALIFORNIA DEPARTMENT OF WATER RESOURCES' MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO), WHICHEVER IS MORE STRINGENT.NOTES:1. THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) IS LOCATED IN THE CALIFORNIA CODE OF REGULATIONS, TITLE 23, CHAPTER 2. 7, DIVISION 2.2. MWELO AND SUPPORTING DOCUMENTS, INCLUDING A WATER BUDGET CALCULATOR, ARE AVAILABLE AT: https://www.water.ca.gov/.5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREASFOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES, LANDSCAPE PROJECTS AS DESCRIBED IN SECTIONS 5.304.6.1AND 5.304.6.2SHALL COMPLY WITH THE CALIFORNIA DEPARTMENT OF WATER RESOURCES MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) COMMENCING WITH SECTION 490OF CHAPTER 2.7, DIVISION 2, TITLE 23, CALIFORNIA CODE OFREGULATIONS, EXCEPT THAT THE EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) SHALL BE 0.65 WITH AN ADDITIONAL WATER ALLOWANCE FOR SPECIAL LANDSCAPE AREAS (SLA) OF 0.35.EXCEPTION:ANY PROJECT WITH AN AGGREGATE LANDSCAPE AREA OF 2,500 SQUARE FEET OR LESS MAY COMPLY WITH THE PRESCRIPTIVE MEASURES CONTAINED IN APPENDIX D OF THE MWELO.5.401 GENERAL5.401.1 SCOPETHE PROVISIONS OF THIS CHAPTER SHALL OUTLINE MEANS OF ACHIEVING MATERIAL CONSERVATION AND RESOURCE EFFICIENCY THROUGH PROTECTION OF BUILDINGS FROM EXTERIOR MOISTURE, CONSTRUCTION WASTE DIVERSION, EMPLOYMENT OF TECHNIQUES TO REDUCE POLLUTION THROUGH RECYCLING OF MATERIALS, AND BUILDING COMMISSIONING OR TESTING AND ADJUSTING.DIVISION 5.4 MATERIAL CONSERVATIONAND RESOURCE EFFICIENCYUNIVERSAL WASTE ITEMS SUCH AS FLUORESCENT LAMPS AND BALLAST AND MERCURY CONTAINING THERMOSTATS AS WELL AS OTHER CALIFORNIA PROHIBITED UNIVERSAL WASTE MATERIALS ARE DISPOSED OF PROPERLY AND ARE DIVERTED FROM LANDFILLS. A LIST OF PROHIBITED UNIVERSAL WASTE MATERIALS SHALL BE INCLUDED IN THE CONSTRUCTION DOCUMENTS.NOTE:REFER TO THE UNIVERSAL WASTE RULE LINK AT: https://dtsc.ca.gov/universalwaste/5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS100 PERCENT OF TREES, STUMPS, ROCKS AND ASSOCIATED VEGETATION AND SOILS RESULTING PRIMARILY FROM LAND CLEARING SHALL BE REUSED OR RECYCLED. FOR A PHASED PROJECT, SUCH MATERIAL MAY BE STOCKPILED ON SITE UNTIL THE STORAGE SITE IS DEVELOPED.EXCEPTION:REUSE, EITHER ON-OR OFF-SITE, OF VEGETATION OR SOIL CONTAMINATED BY DISEASE OR PEST INFESTATION.NOTES:1. IF CONTAMINATION BY DISEASE OR PEST INFESTATION IS SUSPECTED, CONTACT THE COUNTY AGRICULTURAL COMMISSIONER AND FOLLOW ITS DIRECTION FOR RECYCLING OR DISPOSAL OF THE MATERIAL. (www.cdfa.ca.gov/exec/county/county_contacts.html)2. FOR A MAP OF KNOWN PEST AND/OR DISEASE QUARANTINE ZONES, CONSULT WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE. (www.cdfa.ca.gov)5.410 BUILDING MAINTENANCE AND OPERATIONS5.410.1 RECYCLING BY OCCUPANTSPROVIDE READILY ACCESSIBLE AREAS THAT SERVE THE ENTIRE BUILDING AND ARE IDENTIFIED FOR THE DEPOSITING, STORAGE AND COLLECTION OF NON-HAZARDOUS MATERIALS FOR RECYCLING, INCLUDING (AT A MINIMUM) PAPER, CORRUGATED CARDBOARD, GLASS, PLASTICS, ORGANIC WASTE, AND METALS OR MEET A LAWFULLY ENACTED LOCAL RECYCLING ORDINANCE, IF MORE RESTRICTIVE.EXCEPTION:RURAL JURISDICTIONS THAT MEET AND APPLY FOR THE EXEMPTION IN PUBLIC RESOURCES CODE 42649.82 (A)(2)(A) ET SEQ. SHALL ALSO BE EXEMPT FROM THE ORGANIC WASTE PORTION OF THIS SECTION.5.410.1.1 ADDITIONSALL ADDITIONS CONDUCTED WITHIN A 12-MONTH PERIOD UNDER SINGLE OR MULTIPLE PERMITS, RESULTING IN AN INCREASE OF 30 PERCENT OR MORE IN FLOOR AREA, SHALL PROVIDE RECYCLING AREAS ON SITE.EXCEPTION:ADDITIONS WITHIN A TENANT SPACE RESULTING IN LESS THAN A 30-PERCENT INCREASE IN THE TENANT SPACE FLOOR AREA.5.410.1.2 SAMPLE ORDINANCESPACE ALLOCATION FOR RECYCLING AREAS SHALL COMPLY WITH CHAPTER 18, PART 3, DIVISION 30 OF THE PUBLIC RESOURCES CODE.CHAPTER 18 IS KNOWN AS THE CALIFORNIA SOLID WASTE REUSE AND RECYCLING ACCESS ACT OF 1991 (ACT).NOTE:A SAMPLE ORDINANCE FOR USE BY LOCAL AGENCIES MAY BE FOUND IN APPENDIX A OF THE DOCUMENT AT THE CALRECYCLE’S WEBSITE5.410.2 COMMISSIONING. [N] NEW BUILDINGS 10,000 SQ. FT. AND OVERFOR NEW BUILDINGS 10,000 SQUARE FEET AND OVER, BUILDING COMMISSIONING SHALL BE INCLUDED IN THE DESIGN AND CONSTRUCTION PROCESSES OF THE BUILDING PROJECT TO VERIFY THAT THE BUILDING SYSTEMS AND COMPONENTS MEET THE OWNER’S OR OWNER REPRESENTATIVE’S PROJECT REQUIREMENTS. COMMISSIONING SHALL BE PERFORMED IN ACCORDANCE WITH THIS SECTION BY TRAINED PERSONNEL WITH EXPERIENCE ON PROJECTS OF COMPARABLE SIZE AND COMPLEXITY. FOR I-OCCUPANCIES THAT ARE NOT REGULATED BY OSHPD OR FOR I-OCCUPANCIES AND L-OCCUPANCIES THAT ARE NOT REGULATED BY THE CALIFORNIA ENERGY CODESECTION 100.0 SCOPE, ALL REQUIREMENTS IN SECTIONS 5.410.2THROUGH 5.410.2.6SHALL APPLY. NOTE:FOR ENERGY-RELATED SYSTEMS UNDER THE SCOPE (SECTION 100) OF THE CALIFORNIA ENERGY CODE, INCLUDING HEATING, VENTILATION, AIR CONDITIONING (HVAC) SYSTEMS AND CONTROLS, INDOOR LIGHTING SYSTEMS AND CONTROLS, AS WELL AS WATER HEATING SYSTEMS AND CONTROLS, REFER TO CALIFORNIA ENERGY CODESECTION 120.8FOR COMMISSIONING REQUIREMENTS.COMMISSIONING REQUIREMENTS SHALL INCLUDE:1. OWNER’S OR OWNER REPRESENTATIVE’S PROJECT REQUIREMENTS.2. BASIS OF DESIGN.3. COMMISSIONING MEASURES SHOWN IN THE CONSTRUCTION DOCUMENTS.4. COMMISSIONING PLAN.5. FUNCTIONAL PERFORMANCE TESTING.6. DOCUMENTATION AND TRAINING.7. COMMISSIONING REPORT.EXCEPTIONS:1. UNCONDITIONED WAREHOUSES OF ANY SIZE.2. AREAS LESS THAN 10,000 SQUARE FEET USED FOR OFFICES OR OTHER CONDITIONED ACCESSORY SPACES WITHIN UNCONDITIONED WAREHOUSES.3. TENANT IMPROVEMENTS LESS THAN 10,000 SQUARE FEET AS DESCRIBED IN SECTION 303.1.1.4. OPEN PARKING GARAGES OF ANY SIZE, OR OPEN PARKING GARAGE AREAS, OF ANY SIZE, WITHIN A STRUCTURE.NOTE:FOR THE PURPOSES OF THIS SECTION, UNCONDITIONED SHALL MEAN A BUILDING, AREA, OR ROOM WHICH DOES NOT PROVIDE HEATING AND OR AIR CONDITIONING.INFORMATIONAL NOTES:1. IAS AC 476 IS AN ACCREDITATION CRITERIA FOR ORGANIZATIONS PROVIDING TRAINING AND/OR CERTIFICATION OF COMMISSIONING PERSONNEL. AC 476 IS AVAILABLE TO THE AUTHORITY HAVING JURISDICTION AS A REFERENCE FOR QUALIFICATIONS OF COMMISSIONING PERSONNEL. AC 476 DOES NOT CERTIFY INDIVIDUALS TO CONDUCT FUNCTIONAL PERFORMANCE TESTS OR TO ADJUST AND BALANCE SYSTEMS.2. FUNCTIONAL PERFORMANCE TESTING FOR HEATING, VENTILATION, AIR CONDITIONING SYSTEMS AND LIGHTING CONTROLS MUST BE PERFORMED IN COMPLIANCE WITH THE CALIFORNIA ENERGY CODE.5.410.2.1 OWNER’S OR OWNER REPRESENTATIVE’S PROJECT REQUIREMENTS (OPR) [N] THE EXPECTATIONS AND REQUIREMENTS OF THE BUILDING APPROPRIATE TO ITS PHASE SHALL BE DOCUMENTED BEFORE THE DESIGN PHASE OF THE PROJECT BEGINS. THIS DOCUMENTATION SHALL INCLUDE THE FOLLOWING:1. ENVIRONMENTAL AND SUSTAINABILITY GOALS.2. BUILDING SUSTAINABLE GOALS.3. INDOOR ENVIRONMENTAL QUALITY REQUIREMENTS.4. PROJECT PROGRAM, INCLUDING FACILITY FUNCTIONS AND HOURS OF OPERATION, AND NEED FOR AFTER HOURS OPERATION.5. EQUIPMENT AND SYSTEMS EXPECTATIONS.6. BUILDING OCCUPANT AND OPERATION AND MAINTENANCE (O&M) PERSONNEL EXPECTATIONS.5.410.2.2 BASIS OF DESIGN (BOD) [N] A WRITTEN EXPLANATION OF HOW THE DESIGN OF THE BUILDING SYSTEMS MEETS THE OPR SHALL BE COMPLETED AT THE DESIGN PHASE OF THE BUILDING PROJECT. THE BASIS OF DESIGN DOCUMENT SHALL COVER THE FOLLOWING SYSTEMS:1. RENEWABLE ENERGY SYSTEMS.2. LANDSCAPE IRRIGATION SYSTEMS.3. WATER REUSE SYSTEMS.5.410.2.3 COMMISSIONING PLAN [N] PRIOR TO PERMIT ISSUANCE A COMMISSIONING PLAN SHALL BE COMPLETED TO DOCUMENT HOW THE PROJECT WILL BE COMMISSIONED. THE COMMISSIONING PLAN SHALL INCLUDE THE FOLLOWING:1. GENERAL PROJECT INFORMATION.2. COMMISSIONING GOALS.3. SYSTEMS TO BE COMMISSIONED. PLANS TO TEST SYSTEMS AND COMPONENTS SHALL INCLUDE:a. AN EXPLANATION OF THE ORIGINAL DESIGN INTENT.b. EQUIPMENT AND SYSTEMS TO BE TESTED, INCLUDING THE EXTENT OF TESTS.c. FUNCTIONS TO BE TESTED.d. CONDITIONS UNDER WHICH THE TEST SHALL BE PERFORMED.e. MEASURABLE CRITERIA FOR ACCEPTABLE PERFORMANCE.4. COMMISSIONING TEAM INFORMATION.5. COMMISSIONING PROCESS ACTIVITIES, SCHEDULES AND RESPONSIBILITIES. PLANS FOR THE COMPLETION OF COMMISSIONING SHALL BE INCLUDED.5.410.2.4 FUNCTIONAL PERFORMANCE TESTING [N]FUNCTIONAL PERFORMANCE TESTS SHALL DEMONSTRATE THE CORRECT INSTALLATION AND OPERATION OF EACH COMPONENT, SYSTEM AND SYSTEM-TO-SYSTEM INTERFACE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. FUNCTIONAL PERFORMANCE TESTING REPORTS SHALL CONTAIN INFORMATION ADDRESSING EACH OF THE BUILDING COMPONENTS TESTED, THE TESTING METHODS UTILIZED, AND INCLUDE ANY READINGS AND ADJUSTMENTS MADE. 5.410.2.5 DOCUMENTATION AND TRAINING [N]A SYSTEMS MANUAL AND SYSTEMS OPERATIONS TRAINING ARE REQUIRED, INCLUDING OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) REQUIREMENTS IN CALIFORNIA CODE OF REGULATIONS(CCR), TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS. 5.410.2.5.1 SYSTEMS MANUAL [N]DOCUMENTATION OF THE OPERATIONAL ASPECTS OF THE BUILDING SHALL BE COMPLETED WITHIN THE SYSTEMS MANUAL AND DELIVERED TO THE BUILDING OWNER OR REPRESENTATIVE. THE SYSTEMS MANUAL SHALL INCLUDE THE FOLLOWING:1. SITE INFORMATION, INCLUDING FACILITY DESCRIPTION, HISTORY AND CURRENT REQUIREMENTS.2. SITE CONTACT INFORMATION.3. BASIC OPERATIONS AND MAINTENANCE, INCLUDING GENERAL SITE OPERATING PROCEDURES, BASIC TROUBLESHOOTING, RECOMMENDED MAINTENANCE REQUIREMENTS, SITE EVENTS LOG.4. MAJOR SYSTEMS.5. SITE EQUIPMENT INVENTORY AND MAINTENANCE NOTES.6. A COPY OF VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE.7. OTHER RESOURCES AND DOCUMENTATION, IF APPLICABLE.5.410.2.5.2 SYSTEMS OPERATIONS TRAINING [N]A PROGRAM FOR TRAINING OF THE APPROPRIATE MAINTENANCE STAFF FOR EACH EQUIPMENT TYPE AND/OR SYSTEM SHALL BE DEVELOPED AND DOCUMENTED IN THE COMMISSIONING REPORT AND SHALL INCLUDE THE FOLLOWING:1. SYSTEM/EQUIPMENT OVERVIEW (WHAT IT IS, WHAT IT DOES AND WITH WHAT OTHER SYSTEMS AND/OR EQUIPMENT IT INTERFACES).2. REVIEW AND DEMONSTRATION OF SERVICING/PREVENTIVE MAINTENANCE.3. REVIEW OF THE INFORMATION IN THE SYSTEMS MANUAL.4. REVIEW OF THE RECORD DRAWINGS ON THE SYSTEM/ EQUIPMENT.5.410.2.6 COMMISSIONING REPORT [N]A REPORT OF COMMISSIONING PROCESS ACTIVITIES UNDERTAKEN THROUGH THE DESIGN AND CONSTRUCTION PHASES OF THE BUILDING PROJECT SHALL BE COMPLETED AND PROVIDED TO THE OWNER OR REPRESENTATIVE.5.410.4 TESTING AND ADJUSTING. NEW BUILDINGS LESS THAN 10,000 SQUARE FEETTESTING AND ADJUSTING OF SYSTEMS SHALL BE REQUIRED FOR NEW BUILDINGS LESS THAN 10,000 SQUARE FEET OR NEW SYSTEMS TO SERVE AN ADDITION OR ALTERATION SUBJECT TO SECTION 303.1. 5.410.4.1 (RESERVED)NOTE:FOR ENERGY-RELATED SYSTEMS UNDER THE SCOPE (SECTION 100) OF THE CALIFORNIA ENERGY CODE, INCLUDING HEATING, VENTILATION, AIR CONDITIONING (HVAC) SYSTEMS AND CONTROLS, INDOOR LIGHTING SYSTEM AND CONTROLS, AS WELL AS WATER HEATING SYSTEMS AND CONTROLS, REFER TO CALIFORNIA ENERGY CODE SECTION 120.8 FOR COMMISSIONING REQUIREMENTS AND SECTIONS 120.5, 120.6, 130.4 AND 140.9(B)3 FOR ADDITIONAL TESTING REQUIREMENTS OF SPECIFIC SYSTEMS.5.410.4.2 SYSTEMSDEVELOP A WRITTEN PLAN OF PROCEDURES FOR TESTING AND ADJUSTING SYSTEMS. SYSTEMS TO BE INCLUDED FOR TESTING AND ADJUSTING SHALL INCLUDE, AS APPLICABLE TO THE PROJECT:1. RENEWABLE ENERGY SYSTEMS.2. LANDSCAPE IRRIGATION SYSTEMS.3. WATER REUSE SYSTEMS.5.410.4.3 PROCEDURESPERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE WITH MANUFACTURER’S SPECIFICATIONS AND APPLICABLE STANDARDS ON EACH SYSTEM. 5.410.4.3.1 HVAC BALANCINGIN ADDITION TO TESTING AND ADJUSTING, BEFORE A NEW SPACE-CONDITIONING SYSTEM SERVING A BUILDING OR SPACE IS OPERATED FOR NORMAL USE, BALANCE THE SYSTEM IN ACCORDANCE WITH THE PROCEDURES DEFINED BY THE TESTING ADJUSTING AND BALANCING BUREAU NATIONAL STANDARDS; THE NATIONAL ENVIRONMENTAL BALANCING BUREAU PROCEDURAL STANDARDS; ASSOCIATED AIR BALANCE COUNCIL NATIONAL STANDARDS OR AS APPROVED BY THE ENFORCING AGENCY.5.410.4.4 REPORTINGAFTER COMPLETION OF TESTING, ADJUSTING AND BALANCING, PROVIDE A FINAL REPORT OF TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. 5.410.4.5 OPERATION AND MAINTENANCE (O & M) MANUALPROVIDE THE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF 5.501 GENERALDIVISION 5.5 ENVIRONMENTAL QUALITY5.501.1 SCOPETHE PROVISIONS OF THIS CHAPTER SHALL OUTLINE MEANS OF REDUCING THE QUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, IRRITATING, AND/OR HARMFUL TO THE COMFORT AND WELL-BEING OF A BUILDING’S INSTALLERS, OCCUPANTS AND NEIGHBORS.5.503 FIREPLACES5.503.1 FIREPLACESINSTALL ONLY A DIRECT-VENT SEALED-COMBUSTION GAS OR SEALED WOOD-BURNING FIREPLACE, OR A SEALED WOOD-STOVE OR PELLET STOVE, AND REFER TO RESIDENTIAL REQUIREMENTS IN THE HYPERLINK "/VIEWER/CALIFORNIA/CA-ENERGY-CODE-2016"CALIFORNIA ENERGY CODE, TITLE 24, PART 6, SUBCHAPTER 7, SECTION 150. WOODSTOVES, PELLET STOVES AND FIREPLACES SHALL COMPLY WITH APPLICABLE LOCAL ORDINANCES. 5.503.1.1 WOODSTOVESWOODSTOVE AND PELLET STOVES SHALL COMPLY WITH U.S. EPA NEW SOURCE PERFORMANCE STANDARDS (NSPS) EMISSION LIMITS AS APPLICABLE, AND SHALL HAVE A PERMANENT LABEL INDICATING THEY ARE CERTIFIED TO MEET THE EMISSION LIMITS.5.504 POLLUTANT CONTROL5.504.1 TEMPORARY VENTILATIONTHE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING CONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING OR AREAS OF ADDITION OR ALTERATION WITHIN THE REQUIRED TEMPERATURE RANGE FOR MATERIAL AND EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8, BASED ON ASHRAE 52.2-1999, OR AN AVERAGE EFFICIENCY OF 30 PERCENT BASED ON ASHRAE 52.1-1992. REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY, OR, IF THE BUILDING IS OCCUPIED DURING ALTERATION, AT THE CONCLUSION OF CONSTRUCTION. 5.504.3 COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTIONAT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM. 5.504.4 FINISH MATERIAL POLLUTANT CONTROLFINISH MATERIALS SHALL COMPLY WITH SECTIONS 5.504.4.1THROUGH 5.504.4.6. 5.504.4.1 ADHESIVES, SEALANTS AND CAULKSADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS:1. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE, OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLES 5.504.4.1AND 5.504.4.2. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS AS SPECIFIED IN SUBSECTION 2, BELOW.2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN ONE POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507.5.304.6.1 NEWLY CONSTRUCTED LANDSCAPESNEW CONSTRUCTION PROJECTS WITH AN AGGREGATE LANDSCAPE AREA EQUAL TO OR GREATER THAN 500 SQUARE FEET.5.304.6.2 REHABILITATED LANDSCAPESREHABILITATED LANDSCAPE PROJECTS WITH AN AGGREGATE LANDSCAPE AREA EQUAL TO OR GREATER THAN 1,200 SQUARE FEET.GUARANTIES/WARRANTIES FOR EACH SYSTEM. O & M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR, TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS. 5.410.4.5.1 INSPECTIONS AND REPORTSINCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS REQUIRED BY THE ENFORCING AGENCY.C 3 8 0 7 92-28-27RENEWAL DATEAATTCC TTIIHHCCRRAADD SSNN CCIILLSSTTAATT OOFFCCAALLIIFFOORRNNIIKATHRYNANNEHIC K S DATE:04.04.2025 C 3 8 0 7 92-28-25RENEWAL DATEATCETIHCRADESNECI LS TAT EOFCALIFORNIKATHRYNANNEHIC K SMISSION PLAZA RESTROOM & CAFECITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNOT FOR CONSTRUCTION2000057-021417-11-RC227/30/2024 15:09:24CAL GREEN REQUIREMENTSG-203KHDPKHJULY 31, 2024DPRIGHETTI RANCH PARKS - COMMUNITY PARKPRODUCTTABLE 5.504.4.5 - FORMALDEHYDE LIMITS1HARDWOOD PLYWOOD VENEER COREHARDWOOD PLYWOOD COMPOSITE COREPARTICLEBOARDMEDIUM DENSITY FIBERBOARDTHIN MEDIUM DENSITY FIBERBOARD2CURRENT LIMIT0.050.050.090.110.13(MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION)1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCH (8MM).COATING CATEGORYTABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2, 3FLAT COATINGSNONFLAT COATINGSNONFLAT-HIGH GLOSS COATINGSSPECIALTY COATINGSALUMINUM ROOF COATINGSBASEMENT SPECIALTY COATINGSBITUMINOUS ROOF COATINGSCURRENT VOC LIMIT5010015040040050(GRAMS OF VOC PER LITER OF COATING, LESS WATER AND LESS EXEMPT COMPOUNDS)BITUMINOUS ROOF PRIMERSBOND BREAKERSCONCRETE CURING COMPOUNDSCONCRETE/MASONRY SEALERSDRIVEWAY SEALERSDRY FOG COATINGSFAUX FINISHING COATINGS 35035035010050150350FLOOR COATINGSFORM-RELEASE COMPOUNDSGRAPHIC ARTS COATINGS (SIGN PAINTS)HIGH TEMPERATURE COATINGSIDUSTRIAL MAINTENANCE COATINGSLOW SOLIDS COATINGS1MAGNESITE CEMENT COATINGSMASTIC TEXTURE COATINGS100250500420250120450100METALLIC PIGMENTED COATINGSMULTICOLOR COATINGSPRETREATMENT WASH PRIMERSPRIMERS, SEALERS, AND UNDERCOATERSREACTIVE PENETRATING SEALERSRECYCLED COATINGSROOF COATINGSRUST PREVENTATIVE COATINGS42025050010035025050250FIRE RESISTIVE COATINGS350SHELLACSCLEAR730OPAQUE550SPECIALTY PRIMERS, SEALERS AND UNDERCOATERS100STAINS250STONE CONSOLIDANTS450SWIMMING POOL COATINGS340TRAFFIC MARKING COATINGS100TUB AND TILE REFINISH COATINGS420WATERPROOFING MEMBRANES250WOOD COATINGS275WOOD PRESERVATIVES350ZINC-RICH PRIMERS3401. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER AND INCLUDING EXEMPT COMPOUNDS.2. THE SPECIFIED LIMITS REMAIN IN EFFECT ENLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEBUARY 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD.SEALANTSTABLE 5.504.4.2 - SEALANT VOC LIMITARCHITECTURALMARINE DECKNONMEMBRANE ROOFROADWAYSINGLE-PLY ROOF MEMBRANEOTHERCURRENT VOC LIMIT250760300250450420(LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER)SEALANT PRIMERSARCHITECTURALNONPOROUSPOROUSMODIFIED BITUMINOUS250775500MARINE DECKOTHER760750NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.2022 CALIFORNIA GREEN BUILDING STANDARDS CODENONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (JANUARY 2023) 5.504.4.3 PAINTS AND COATINGSARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, AS SHOWN INTABLE 5.504.4.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 5.504.4.3SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS, AS DEFINED IN SUBSECTIONS 4.21, 4.36 AND 4.37 OF THE 2007 CALIFORNIA AIR RESOURCES BOARD SUGGESTED CONTROL MEASURE, AND THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOC LIMIT IN TABLE 5.504.4.3SHALL APPLY.5.504.4.3.1 AEROSOL PAINTS AND COATINGSAEROSOL PAINTS AND COATINGS SHALL MEET THE PWMIR LIMITS FOR ROC IN SECTION 94522(A)(3) AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(C)(2) AND (D)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520; AND IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8 RULE 49. 5.504.4.3.2 VERIFICATIONVERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING:1. MANUFACTURER’S PRODUCT SPECIFICATION2. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS5.504.4.4 CARPET SYSTEMSALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS FOR THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," VERSION 1.2, JANUARY 2017 (EMISSION TESTING METHOD FOR CALIFORNIA SPECIFICATION 01350). SEE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S WEBSITE FOR CERTIFICATION PROGRAMS AND TESTING LABS. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material5.504.4.4.1 CARPET CUSHIONALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," VERSION 1.2, JANUARY 2017 (EMISSION TESTING METHOD FOR CALIFORNIA SPECIFICATION 01350). SEE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S WEBSITE FOR CERTIFICATION PROGRAMS AND TESTING LABS. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material5.504.4.4.2 CARPET ADHESIVEALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OFTABLE 5.504.4.1. 5.504.4.5 COMPOSITE WOOD PRODUCTSHARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB’S AIR TOXIC CONTROL MEASURE (ATCM) FOR COMPOSITE WOOD (17 CCR 93120 ET SEQ.) THOSE MATERIALS NOT EXEMPTED UNDER THE ATCM MUST MEET THE SPECIFIED EMISSION LIMITS, AS SHOWN IN TABLE 5.504.4.5.5.504.4.5.3 DOCUMENTATIONVERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING:1. PRODUCT CERTIFICATIONS AND SPECIFICATIONS.2. CHAIN OF CUSTODY CERTIFICATIONS.3. PRODUCT LABELED AND INVOICED AS MEETING THE COMPOSITE WOOD PRODUCTS REGULATION (SEE CCR, TITLE 17, SECTION 93120, ET SEQ.).4. EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE PS-1 OR PS-2 STANDARDS OF THE ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN AS/NZS 2269 OR EUROPEAN 636 3S STANDARDS.OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY.5.504.4.6 RESILIENT FLOOR SYSTEMSWHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," VERSION 1.2, JANUARY 2017 (EMISSION TESTING METHOD FOR CALIFORNIA SPECIFICATION 01350). SEE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S WEBSITE FOR CERTIFICATION PROGRAMS AND TESTING LABS. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material5.504.4.6.1 VERIFICATION OF COMPLIANCEDOCUMENTATION SHALL BE PROVIDED VERIFYING THAT RESILIENT FLOORING MATERIALS MEET THE POLLUTANT EMISSION LIMITS. 5.504.5.3 FILTERSIN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT PROVIDES AT LEAST A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8. MERV 8 FILTERS SHALL BE INSTALLED PRIOR TO OCCUPANCY, AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL.EXCEPTION:EXISTING MECHANICAL EQUIPMENT.5.504.5.3.1 LABELINGINSTALLED FILTERS SHALL BE CLEARLY LABELED BY THE MANUFACTURER INDICATING THE MERV RATING.5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROLWHERE OUTDOOR AREAS ARE PROVIDED FOR SMOKING, PROHIBIT SMOKING WITHIN 25 FEET OF BUILDING ENTRIES, OUTDOOR AIR INTAKES AND OPERABLE WINDOWS AND WITHIN THE BUILDING AS ALREADY PROHIBITED BY OTHER LAWS OR REGULATIONS; OR AS ENFORCED BY ORDINANCES, REGULATIONS OR POLICIES OF ANY CITY, COUNTY, CITY AND COUNTY, CALIFORNIA COMMUNITY COLLEGE, CAMPUS OF THE CALIFORNIA STATE UNIVERSITY, OR CAMPUS OF THE UNIVERSITY OF CALIFORNIA, WHICHEVER ARE MORE STRINGENT. WHEN ORDINANCES, REGULATIONS OR POLICIES ARE NOT IN PLACE, POST SIGNAGE TO INFORM BUILDING OCCUPANTS OF THE PROHIBITIONS.5.505.1 INDOOR MOISTURE CONTROLBUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF CALIFORNIA BUILDING CODE, CCR, TITLE 24, PART 2, SECTIONS 1202 (VENTILATION) AND CHAPTER 14 (EXTERIOR WALLS). FOR ADDITIONAL MEASURES, SEE SECTION 5.407.2OF THIS CODE.5.505 INDOOR MOISTURE CONTROL5.506.1 OUTSIDE AIR DELIVERYFOR MECHANICALLY OR NATURALLY VENTILATED SPACES IN BUILDINGS, MEET THE MINIMUM REQUIREMENTS OF SECTION 120.1(REQUIREMENTS FOR VENTILATION) OF THE CALIFORNIA ENERGY CODE,OR THE APPLICABLE LOCAL CODE, WHICHEVER IS MORE STRINGENT, AND DIVISION 1, CHAPTER 4 OF CCR, TITLE 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORINGFOR BUILDINGS OR ADDITIONS EQUIPPED WITH DEMAND CONTROL VENTILATION, CO2 SENSORS AND VENTILATION CONTROLS SHALL BE SPECIFIED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CALIFORNIA ENERGY CODE,SECTION 120(C)(4).5.506 INDOOR AIR QUALITY5.507.4 ACOUSTICAL CONTROLEMPLOY BUILDING ASSEMBLIES AND COMPONENTS WITH SOUND TRANSMISSION CLASS (STC) VALUES DETERMINED IN ACCORDANCE WITH ASTM E90 AND ASTM E413 OR OUTDOOR-INDOOR SOUND TRANSMISSION CLASS (OITC) DETERMINED IN ACCORDANCE WITH ASTM E1332, USING EITHER THE PRESCRIPTIVE OR PERFORMANCE METHOD IN SECTION 5.507.4.1OR 5.507.4.2.EXCEPTION:BUILDINGS WITH FEW OR NO OCCUPANTS OR WHERE OCCUPANTS ARE NOT LIKELY TO BE AFFECTED BY EXTERIOR NOISE, AS DETERMINED BY THE ENFORCEMENT AUTHORITY, SUCH AS FACTORIES, STADIUMS, STORAGE, ENCLOSED PARKING STRUCTURES AND UTILITY BUILDINGS.EXCEPTION: [DSA-SS]FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES, THE REQUIREMENTS OF THIS SECTION AND ALL SUBSECTIONS APPLY ONLY TO NEW CONSTRUCTION.5.507.4.1 EXTERIOR NOISE TRANSMISSION, PRESCRIPTIVE METHODWALL AND ROOF-CEILING ASSEMBLIES EXPOSED TO THE NOISE SOURCE MAKING UP THE BUILDING OR ADDITION ENVELOPE OR ALTERED ENVELOPE SHALL MEET A COMPOSITE STC RATING OF AT LEAST 50 OR A COMPOSITE OITC RATING OF NO LESS THAN 40, WITH EXTERIOR WINDOWS OF A MINIMUM STC OF 40 OR OITC OF 30 IN THE FOLLOWING LOCATIONS:1. WITHIN THE 65 CNEL NOISE CONTOUR OF AN AIRPORT.EXCEPTIONS:1. LDNOR CNEL FOR MILITARY AIRPORTS SHALL BE DETERMINED BY THE FACILITY AIR INSTALLATION COMPATIBLE LAND USE ZONE (AICUZ) PLAN.2. LDNOR CNEL FOR OTHER AIRPORTS AND HELIPORTS FOR WHICH A LAND USE PLAN HAS NOT BEEN DEVELOPED SHALL BE DETERMINED BY THE LOCAL GENERAL PLAN NOISE ELEMENT.2. WITHIN THE 65 CNEL OR LDNNOISE CONTOUR OF A FREEWAY OR EXPRESSWAY, RAILROAD, INDUSTRIAL SOURCE OR FIXED-GUIDEWAY SOURCE AS DETERMINED BY THE NOISE ELEMENT OF THE GENERAL PLAN.5.507.4.1.1 NOISE EXPOSURE WHERE NOISE CONTOURS ARE NOT READILY AVAILABLEBUILDINGS EXPOSED TO A NOISE LEVEL OF 65 DB LEQ-1-HR DURING ANY HOUR OF OPERATION SHALL HAVE BUILDING, ADDITION OR ALTERATION EXTERIOR WALL AND ROOF-CEILING ASSEMBLIES EXPOSED TO THE NOISE SOURCE MEETING A COMPOSITE STC RATING OF AT LEAST 45 (OR OITC 35), WITH EXTERIOR WINDOWS OF A MINIMUM STC OF 40 (OR OITC 30). 5.507.4.2 PERFORMANCE METHODFOR BUILDINGS LOCATED AS DEFINED IN SECTION 5.507.4.1OR 5.507.4.1.1, WALL AND ROOF-CEILING ASSEMBLIES EXPOSED TO THE NOISE SOURCE MAKING UP THE BUILDING OR ADDITION ENVELOPE OR ALTERED ENVELOPE SHALL BE CONSTRUCTED TO PROVIDE AN INTERIOR NOISE ENVIRONMENT ATTRIBUTABLE TO EXTERIOR SOURCES THAT DOES NOT EXCEED AN HOURLY EQUIVALENT NOISE LEVEL (LEQ-1HR) OF 50 DBA IN OCCUPIED AREAS DURING ANY HOUR OF OPERATION. 5.507.4.2.1 SITE FEATURESEXTERIOR FEATURES SUCH AS SOUND WALLS OR EARTH BERMS MAY BE UTILIZED AS APPROPRIATE TO THE BUILDING, ADDITION OR ALTERATION PROJECT TO MITIGATE SOUND MIGRATION TO THE INTERIOR. 5.507.4.2.2 DOCUMENTATION OF COMPLIANCEAN ACOUSTICAL ANALYSIS DOCUMENTING COMPLYING INTERIOR SOUND LEVELS SHALL BE PREPARED BY PERSONNEL APPROVED BY THE ARCHITECT OR ENGINEER OF RECORD. 5.507.4.3 INTERIOR SOUND TRANSMISSIONWALL AND FLOOR-CEILING ASSEMBLIES SEPARATING TENANT SPACES AND TENANT SPACES AND PUBLIC PLACES SHALL HAVE AN STC OF AT LEAST 40.NOTE:EXAMPLES OF ASSEMBLIES AND THEIR VARIOUS STC RATINGS MAY BE FOUND AT THE CALIFORNIA OFFICE OF NOISE CONTROL: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.5.507 ENVIRONMENTAL COMFORT702.1 INSTALLER TRAININGHVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS INCLUDING DUCTS AND EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAC INSTALLATIONS WHEN UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF A PERSON TRAINED AND CERTIFIED TO INSTALL HVACSYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS. EXAMPLES OF ACCEPTABLE HVAC TRAINING AND CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:1. STATE CERTIFIED APPRENTICESHIP PROGRAMS.2. PUBLIC UTILITY TRAINING PROGRAMS.3. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATIONS.4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS.5. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY.702.2 SPECIAL INSPECTION [HCD]WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION TO OTHER CERTIFICATIONS OR QUALIFICATIONS ACCEPTABLE TO THE ENFORCING AGENCY, THE FOLLOWING CERTIFICATIONS OR EDUCATION MAY BE CONSIDERED BY THE ENFORCING AGENCY WHEN EVALUATING THE QUALIFICATIONS OF A SPECIAL INSPECTOR:1. CERTIFICATION BY A NATIONAL OR REGIONAL GREEN BUILDING PROGRAM OR STANDARD PUBLISHER.2. CERTIFICATION BY A STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATION, SUCH AS HERS RATERS, BUILDING PERFORMANCE CONTRACTORS, AND HOME ENERGY AUDITORS.3. SUCCESSFUL COMPLETION OF A THIRD PARTY APPRENTICE TRAINING PROGRAM IN THE APPROPRIATE TRADE.4. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY.NOTES:1. SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE.2. HERS RATERS ARE SPECIAL INSPECTORS CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION (CEC) TO RATE HOMES IN CALIFORNIA ACCORDING TO THE HOME ENERGY RATING SYSTEM (HERS).[BSC-CG]WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION, THE SPECIAL INSPECTOR SHALL HAVE A CERTIFICATION FROM A RECOGNIZED STATE, NATIONAL OR INTERNATIONAL ASSOCIATION, AS DETERMINED BY THE LOCAL AGENCY. THE AREA OF CERTIFICATION SHALL BE CLOSELY RELATEDTO THE PRIMARY JOB FUNCTION, AS DETERMINED BY THE LOCAL AGENCY.NOTE: SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE.703.1 DOCUMENTATION.DOCUMENTATION USED TO SHOW COMPLIANCE WITH THIS CODE SHALL INCLUDE BUT IS NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC DOCUMENTATION OR SPECIAL INSPECTION IS NECESSARY TO VERIFY COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN THE APPROPRIATE SECTION OR IDENTIFIED APPLICABLE CHECKLIST.CHAPTER 7 - INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS702 QUALIFICATIONS703 VERIFICATIONSOUTSIDE DIAMETER (OD) LESS THAN 1/4INCH, FLARED TUBING CONNECTIONS AND SHORT RADIUS ELBOWS SHALL NOT BE USED IN REFRIGERANT SYSTEMS EXCEPT AS NOTED BELOW. 5.508.2.1.1 THREADED PIPETHREADED CONNECTIONS ARE PERMITTED AT THE COMPRESSOR RACK. 5.508.2.1.2 COPPER PIPECOPPER TUBING WITH AN OD LESS THAN 1/4INCH MAY BE USED IN SYSTEMS WITH A REFRIGERANT CHARGE OF 5 POUNDS OR LESS. 5.508.2.1.2.1 ANCHORAGEONE-FOURTH-INCH OD TUBING SHALL BE SECURELY CLAMPED TO A RIGID BASE TO KEEP VIBRATION LEVELS BELOW 8 MILS. 5.508.2.1.3 FLARED TUBING CONNECTIONSDOUBLE-FLARED TUBING CONNECTIONS MAY BE USED FOR PRESSURE CONTROLS, VALVE PILOT LINES AND OIL.EXCEPTION:SINGLE-FLARED TUBING CONNECTIONS MAY BE USED WITH A MULTIRING SEAL COATED WITH INDUSTRIAL SEALANT SUITABLE FOR USE WITH REFRIGERANTS AND TIGHTENED IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS.5.508.2.1.4 ELBOWSSHORT RADIUS ELBOWS ARE ONLY PERMITTED WHERE SPACE LIMITATIONS PROHIBIT USE OF LONG RADIUS ELBOWS. 5.508.2.2 VALVESVALVES AND FITTINGS SHALL COMPLY WITH THE CALIFORNIA MECHANICAL CODEAND AS FOLLOWS. 5.508.2.2.1 PRESSURE RELIEF VALVESFOR VESSELS CONTAINING HIGH-GWP REFRIGERANT, A RUPTURE DISC SHALL BE INSTALLED BETWEEN THE OUTLET OF THE VESSEL AND THE INLET OF THE PRESSURE RELIEF VALVE. 5.508.2.2.1.1 PRESSURE DETECTIONA PRESSURE GAUGE, PRESSURE TRANSDUCER OR OTHER DEVICE SHALL BE INSTALLED IN THE SPACE BETWEEN THE RUPTURE DISC AND THE RELIEF VALVE INLET TO INDICATE A DISC RUPTURE OR DISCHARGE OF THE RELIEF VALVE. 5.508.2.2.2 ACCESS VALVESONLY SCHRADER ACCESS VALVES WITH A BRASS OR STEEL BODY ARE PERMITTED FOR USE. 5.508.2.2.2.1 VALVE CAPSFOR SYSTEMS WITH A REFRIGERANT CHARGE OF 5 POUNDS OR MORE, VALVE CAPS SHALL BE BRASS OR STEEL AND NOT PLASTIC. 5.508.2.2.2.2 SEAL CAPSIF DESIGNED FOR IT, THE CAP SHALL HAVE A NEOPRENE O-RING IN PLACE. 5.508.2.2.2.2.1 CHAIN TETHERSCHAIN TETHERS TO FIT OVER THE STEM ARE REQUIRED FOR VALVES DESIGNED TO HAVE SEAL CAPS.EXCEPTION:VALVES WITH SEAL CAPS THAT ARE NOT REMOVED FROM THE VALVE DURING STEM OPERATION.5.508.2.3 REFRIGERATED SERVICE CASESREFRIGERATED SERVICE CASES HOLDING FOOD PRODUCTS CONTAINING VINEGAR AND SALT SHALL HAVE EVAPORATOR COILS OF CORROSION-RESISTANT MATERIAL, SUCH AS STAINLESS STEEL; OR BE COATED TO PREVENT CORROSION FROM THESE SUBSTANCES.5.508.2.3.1 COIL COATINGCONSIDERATION SHALL BE GIVEN TO THE HEAT TRANSFER EFFICIENCY OF COIL COATING TO MAXIMIZE ENERGY EFFICIENCY. 5.508.2.4 REFRIGERANT RECEIVERSREFRIGERANT RECEIVERS WITH CAPACITIES GREATER THAN 200 POUNDS SHALL BE FITTED WITH A DEVICE THAT INDICATES THE LEVEL OF REFRIGERANT IN THE RECEIVER. 5.508.2.5 PRESSURE TESTINGTHE SYSTEM SHALL BE PRESSURE TESTED DURING INSTALLATION PRIOR TO EVACUATION AND CHARGING. 5.508.2.5.1 MINIMUM PRESSURETHE SYSTEM SHALL BE CHARGED WITH REGULATED DRY NITROGEN AND APPROPRIATE TRACER GAS TO BRING SYSTEM PRESSURE UP TO 300 PSIG MINIMUM. 5.508.2.5.2 LEAKSCHECK THE SYSTEM FOR LEAKS, REPAIR ANY LEAKS, AND RETEST FOR PRESSURE USING THE SAME GAUGE. 5.508.2.5.3 ALLOWABLE PRESSURE CHANGETHE SYSTEM SHALL STAND, UNALTERED, FOR 24 HOURS WITH NO MORE THAN A +/-ONE POUND PRESSURE CHANGE FROM 300 PSIG, MEASURED WITH THE SAME GAUGE. 5.508.2.6 EVACUATIONTHE SYSTEM SHALL BE EVACUATED AFTER PRESSURE TESTING AND PRIOR TO CHARGING. 5.508.2.6.1 FIRST VACUUMPULL A SYSTEM VACUUM DOWN TO AT LEAST 1000 MICRONS (+/-50 MICRONS), AND HOLD FOR 30 MINUTES. 5.508.2.6.2 SECOND VACUUMPULL A SECOND SYSTEM VACUUM TO A MINIMUM OF 500 MICRONS AND HOLD FOR 30 MINUTES. 5.508.2.6.3 THIRD VACUUMPULL A THIRD VACUUM DOWN TO A MINIMUM OF 300 MICRONS, AND HOLD FOR 24 HOURS WITH A MAXIMUM DRIFT OF 100 MICRONS OVER A 24-HOUR PERIOD.5.508.1 OZONE DEPLETION AND GREENHOUSE GAS REDUCTIONSINSTALLATIONS OF HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL COMPLY WITH SECTIONS 5.508.1.1AND 5.508.1.2. 5.508.1.1 CHLOROFLUOROCARBONS (CFCS)INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN CFCS. 5.508.1.2 HALONSINSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN HALONS. 5.508.2 SUPERMARKET REFRIGERANT LEAK REDUCTIONNEW COMMERCIAL REFRIGERATION SYSTEMS SHALL COMPLY WITH THE PROVISIONS OF THIS SECTION WHEN INSTALLED IN RETAIL FOOD STORES 8,000 SQUARE FEET OR MORE CONDITIONED AREA, AND THAT UTILIZE EITHER REFRIGERATED DISPLAY CASES, OR WALK-IN COOLERS OR FREEZERS CONNECTED TO REMOTE COMPRESSOR UNITS OR CONDENSING UNITS. THE LEAK REDUCTION MEASURES APPLY TO REFRIGERATION SYSTEMS CONTAINING HIGH-GLOBAL-WARMING POTENTIAL (HIGH-GWP) REFRIGERANTS WITH A GWP OF 150 OR GREATER. NEW REFRIGERATION SYSTEMS INCLUDE BOTH NEW FACILITIES AND THE REPLACEMENT OF EXISTING REFRIGERATION SYSTEMS IN EXISTING FACILITIES.EXCEPTION:REFRIGERATION SYSTEMS CONTAINING LOW-GLOBAL WARMING POTENTIAL (LOW-GWP) REFRIGERANT WITH A GWP VALUE LESS THAN 150 ARE NOT SUBJECT TO THIS SECTION. LOW-GWP REFRIGERANTS ARE NONOZONE-DEPLETING REFRIGERANTS THAT INCLUDE AMMONIA, CARBON DIOXIDE (CO2), AND POTENTIALLY OTHER REFRIGERANTS.5.508.2.1 REFRIGERANT PIPINGPIPING COMPLIANT WITH THE CALIFORNIA MECHANICAL CODESHALL BE INSTALLED TO BE ACCESSIBLE FOR LEAK PROTECTION AND REPAIRS. PIPING RUNS USING THREADED PIPE, COPPER TUBING WITH AN 5.508 OUTDOOR AIR QUALITYC 3 8 0 7 92-28-27RENEWAL DATEAATTCC TTIIHHCCRRAADD SSNN CCIILLSSTTAATT OOFFCCAALLIIFFOORRNNIIKATHRYNANNEHIC K S DATE:04.04.2025 SSS SSSWWWWWW W WSSSDSDSDSDSSSSWWSSSSSSSDSD SRWSS SSCTVSSDCTVEBWVWVWVWVWVWVWVWVWVIBIBIBIBIBIBEBWM WMIB IB EBS S >>>>>>>>>>>>>>XXXXXXXXXXXXX X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXX XX X X X X X X X X X XXXXXXXXX X X X X XXXX^^^2 3 5 2 4 0 245 250 255 2332342 36237238239 241242243244246 247 248 249 251 252 253 254 25024924824725125225324624024523924124224324423023522 5 2 3 0 235 240 222 22 3 22 4 22 6 2 2 7 2 2 8 22 9 231 2322 3 3 23 4 236237238 239 241 242 243 244230229231232 235235240240245245250EX 12' SSEASEMENT10' STE/PUE10' STE/PUE10' STE/PUE25335442533442255111111111111111111111111APN 076-491-003TRACT 3095PROTECT IN PLACE EXPUBLIC WATER METER BOXPROTECT EX TREESAND RIPARIANVEGETATIONAPN 076-491-004RAISE EXCOMMUNICATION BOXPROTECT IN PLACE EXSTORM DRAIN INLETPROTECT IN PLACE EXPG&E VAULTPROTECT IN PLACEEX PG&E VAULTPROTECT IN PLACEEX AT&T VAULTPROTECT IN PLACEEX SS MANHOLEEX BRIDGECROSSINGPROTECT IN PLACEEX TRANSFORMERPROTECT IN PLACEEX TRANSFORMERPROTECT IN PLACEEX PG&E VAULTPROTECT IN PLACE EXPG&E TRANSFORMERPROTECT IN PLACE EXPG&E TRANSFORMERPROTECT IN PLACE EX CATVPROTECT IN PLACE EXELECTRICAL METERPROTECT IN PLACE EXELECTRICAL BOXPROTECT IN PLACE EXELECTRICAL METEREX NORTH TRIBUTARYCREEK CENTERLINEEX NORTH TRIBUTARYCREEK CENTERLINEEX BARRANCACREEK CENTERLINEEX BARRANCACREEKCENTERLINEPROTECT IN PLACEEX SS MANHOLEPROTECT IN PLACE EXADA RAMPPROTECT IN PLACE EXWATER METER BOXPROTECT IN PLACEEX STREET LIGHTPROTECT IN PLACEEX ELECTRICAL BOXPROTECT IN PLACEEX FIRE HYDRANTPROTECT IN PLACEEX ADA RAMPPROTECT IN PLACEEX STREET SIGNPROTECT IN PLACE EXSTORM DRAIN MANHOLEPROTECT IN PLACEEX SS MANHOLEEX STORM DRAINMANHOLEPROTECTEX TREESPROTECT EX TREESMAINTAINEX PATHPROTECT IN PLACEEX STREET LIGHTRAISE EX SS DROP MANHOLEREMOVE EX CONC. COLLAR AND INSTALL CONC.RINGS TO ACCOMMODATE NEW IMPROVEMENTSEX RIM ELEV = 249.578" INV (SE) = 238.358" INV (SW) = 231.008" INV (SE) = 231.08PROTECT IN PLACE EXWATER METER BOXPROTECT IN PLACE EXRECYCLED WATER METER BOXPROTECT IN PLACEEX STREET LIGHTPROTECT IN PLACE EXSTREET SIGNPROTECT IN PLACEEX STREET SIGNPROTECT INPLACE EX CATVPROTECT IN PLACE EXIRRIGATION WATER METER BOXPROTECT IN PLACEEX ELECTRICAL BOXPROTECT IN PLACEEX 20' CREEK &RIPARIAN SETBACKPROTECT IN PLACEEX 20' CREEK &RIPARIAN SETBACKPROTECT IN PLACEEX 20' CREEK &RIPARIAN SETBACKPROTECT IN PLACEEX 20' CREEK &RIPARIAN SETBACKPROTECT EX TREESAND RIPARIANVEGETATIONPROTECT EX TREESAND RIPARIANVEGETATIONAPN 076-481-011PROTECT IN PLACEEX PLANTERRAISE EX SS MANHOLEREMOVE EX CONC. COLLAR AND INSTALL CONC.RINGS TO ACCOMMODATE NEW IMPROVEMENTSEX RIM ELEV = 245.128" INV (NE) = 240.958" INV (NW) = 240.85TEMPORARY FENCE TO BE INSTALLED ANDMAINTAINED DURING CONSTRUCTIONAND REMOVED ONCE INSTALLATION OFPERMANENT FENCE BEGINSTEMPORARY FENCE TO BE INSTALLED ANDMAINTAINED DURING CONSTRUCTIONAND REMOVED ONCE INSTALLATION OFPERMANENT FENCE BEGINSPROTECTIN PLACEEX FENCEPROTECTIN PLACEEX FENCEPROTECT EX TREESAND RIPARIANVEGETATIONPROTECT IN PLACE EXSTORM DRAIN MANHOLEPROTECT IN PLACE EXIRRIGATION WATER METER BOXPROTECT IN PLACE EXIRRIGATION WATER METER BOXPROTECT IN PLACEEX 8" SS SEWER MAINPROTECT IN PLACEEX 8" SS SEWER MAINAREA FOR CLEAR AND GRUB REMOVALAREA FOR CLEAR AND GRUBREMOVALAREA FOR CLEAR AND GRUB REMOVALAREA FOR CLEAR ANDGRUB REMOVAL677RANCH HOUSE ROADTIBURON WAY N31°56'58"W 221.38'N58°03'02"E 19.53'N31°56'58"W 210.92'N58°00'14"E 125.16'N31°59'46"W 15.00'N58°00'14"E 285.41'N48°44'11"E 29.49'Δ=18°28'25" R=437.00' L=140.90'Δ=64°29'39" R=69.50' L=78.23'N84°54'12"W 2.00'Δ=41°07'04" R=167.00' L=119.85'Δ=23°19'10" R=241.50' L=98.29'Δ=12°42'07" R=287.00' L=63.63'N32°00'54"W 847.75'N53°33'41"E 110.45'N7°14'30"E 105.84'N40°01'00"E 141.46'N32°02'42"W 278.14'N58°00'05"E 626.89'CONSTRUCTION NOTESAPPROXIMATE LIMITS OF WORKREMOVE AND REPLACE EXISTING CONCRETE SIDEWALK PERCITY OF SAN LUIS OBISPO STANDARD DETAIL 4910 AND 4110.REMOVE AND REPLACE CONCRETE SIDEWALK TO NEARESTEXPANSION JOINT. PROPERLY DISPOSE OF WASTE.REMOVE AND REPLACE EXISTING AC PAVING PER CITY OF SLOTRENCH STANDARD DETAIL 6020 AND MATCH SURFACE INKIND. PROPERLY DISPOSE OF WASTE.REMOVE AND REPLACE 6" CURB AND GUTTER PER CITY DETAIL4030. PROPERLY DISPOSE OF WASTE.SAWCUT EXISTING PAVEMENT; CONTRACTOR SHALL PROVIDESMOOTH TRANSITION TO EXISTING DRIVE SURFACE & VERIFYCOMPETENT MATERIAL EXISTS.REMOVE EXISTING CONCRETE SIDEWALK TO NEARESTEXPANSION JOINT AND INSTALL DRIVEWAY AND ROUNDABOUTPER DETAIL ON SHEET CC503. PROPERLY DISPOSE OF WASTE.IN AREAS WHERE THE PROPOSED ON-SITE IMPROVEMENTSCROSS INTO THE PUBLIC UTILITIES EASEMENT, RELOCATE STREETLIGHTING ELECTRICAL CONDUIT AND WIRING.1234567N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CD101_EXISTING CONDITIONS.dwg, CD101, Apr 01, 2025 10:52am, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRC0feet1201"=60' 60180CD101EXISTING CONDITIONS LEGENDCREEK SETBACK LINECREEK FLOWLINE>PROPERTY LINEAPPROXIMATE LIMITS OF WORK EX WIRE FENCEXXXXXXXXXXXXTEMPORARY FENCE DURING CONSTRUCTION TO BE REMOVED ONCE INSTALLATION OF PERMANENT FENCE BEGINS XXEX WOOD FENCE >>>>>>>NOPARKINGNOPARKINGNOPARKINGNOPARKINGPUESTOP GBGBGBGBGBGB GBGB GB GB GBGBGB GB GB GBGB GBGB GB GBGB GBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBWWWWWSWWWWW WS SSRWRWRWRWSSSSSSSSSSWIBIBEBS S TIBURON WAY WWWWSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSD SD SD SD SDSDSDSDSDSDSDSDSDTYPTYPTYPTYPTYPTYPTYPTYP2.5'TYPTYP18'TYPTYPTYP4.9'10'6.5' 18' 18.5' TYP 18.5' TYP18.5' TYP18.5' TYP 18.5' TYP18.5' TYP 18.5' TYP 18.5' TYP18.5' TYP 18.5' TYP 18.5' TYP2.5' 1.5' TYP 18.5' TYP12'9'9'12'9' TYP9'9'5'5'5'5'9' TYP9' TYP9' TYP9' TYP9' TYP9' TYP9' TYP9' TYP9' TYP60.5' BAY WIDTH 60.5' BAY WIDTH 61' BAY WIDTH 61' BAY WIDTH42.5' BAY WIDTH42.5' BAY WIDTH42.5' BAY WIDTH42.5' BAY WIDTH16' TYP16' TYP16.5' 16' TYP 16' TYP 16' TYP 16' TYP 16' TYP16' TYP16' TYP 16' TYP 9' TYP 9' TYP 9' TYP 9' TYP 14.5'9' TYP 16.5' 16' TYP 16' TYP 10' STE/PUE6'8'N31°56'58"W 221.38'S58°03'02"W 19.53'N31°56'58"W 210.92'N58°00'14"E 125.16'S31°59'46"E 15.00'S58°00'14"W 285.41'N58°00'05"E 626.89'INSTALL STOPPAVEMENT MARKINGINSTALL "STOP" SIGNINSTALL STOP LINEINSTALL TRANSFORMER PAD PERELECTRICAL PLANSINSTALL ELECTRICAL VAULTPER ELECTRICAL PLANSINSTALL ELECTRICAL VAULTPER ELECTRICAL PLANSINSTALL TRANSFORMER PADPER ELECTRICAL PLANSFLFLFLFLFLFL111111111314915151515151527161616271618181818181818181818171719191919232415152828282828282828151515282828282828666666666555555555555555555555529123636363636367363673636363612712777363636363636363636361277736363636353471273636363636363636367727777777771212777719131212CONTINUATIONPER SHEET P200CONTINUATIONPER SHEET P201INSTALL NON-ACCESSIBLEROUTE SIGN333333331829297123019121255522222222******************************CONSTRUCTION NOTESAPPROXIMATE LIMITS OF WORKINSTALL VEHICULAR BRIDGE PER CONTECH BRIDGE DESIGN INDEFERRED SUBMITTAL.INSTALL PEDESTRIAN BRIDGE PER CONTECH BRIDGE DESIGN INDEFERRED SUBMITTAL.CONSTRUCT MINIMUM 6" P.C.C REINFORCED VEHICULARCONCRETE PAVEMENT OVER 2' OF COMPACTED (95% ORBETTER) CLASS II AGGREGATE BASE PER DETAIL 2, SHEET LC501.USE #3 REBAR 24" ON CENTER IN BOTH DIRECTIONS. SEELANDSCAPE PLANS FOR JOINTS AND FINISH.CONSTRUCT MINIMUM 5" P.C.C REINFORCED PEDESTRIANCONCRETE PAVEMENT OVER 24" OF COMPACTED (95% ORBETTER) CLASS II AGGREGATE BASE PER DETAIL 1, SHEET LC501.USE #3 REBAR 24" ON CENTER IN BOTH DIRECTIONS. SEELANDSCAPE PLANS FOR JOINTS AND FINISH.CONSTRUCT 4" AC PAVEMENT OVER 10" CLASS II BASE WITHTYPE II GEOGRID PER PROJECT SOILS REPORT AND PER DETAIL EON SHEET CC501. FINAL SECTION SUBJECT TO CHANGE PER THEIN-SITU R-VALUE TESTING.INSTALL 6" CURB PER CITY OF SAN LUIS OBISPO STANDARDDETAIL 4020.CONNECT 4" PVC SANITARY SEWER LATERAL TO EXISTINGSANITARY SEWER SERVICE PER CITY DETAIL 6810.INSTALL NEW 4" SANITARY SEWER LATERAL PER CITY DETAIL 6810.INSTALL SEWER CLEANOUT PER PLUMBING PLANS.INSTALL SEWER BACKWATER VALVE PER CITY OF SLO STANDARDDETAIL 6810.INSTALL 6" CURB AND 18" GUTTER PER CITY OF SAN LUIS OBISPOSTANDARD DETAIL 4020. AT ALL LOCATIONS WHERE RAMPSWITH GUTTERS EXIST, TRANSITION TO 24" GUTTER PER CITYSTANDARD 4440. PROPERLY DISPOSE OF WASTE.CONNNECT 1" WATER LATERAL TO EX WATER LATERAL THAT TIESINTO WATER MAIN IN TIBURON WAY AND INSTALL SERVICELATERAL LINE PER CITY DETAILS 6210 AND 6220.INSTALL 1" WATER METER WITHIN EXISTING WATER METER BOXPER CITY OF SLO DETAILS 6210 AND 6220. CITY OF SLO SHALL BERESPONSIBLE TO PAY ALL FEES, SIGN UP FOR SERVICE, ANDREQUEST THE METER SET.INSTALL 9' WIDE AND 16' DEEP PARKING STALL STRIPING WITHADDITIONAL MINIMUM 2.5' OVERHANG, U.O.N, INCONFORMANCE WITH CITY OF SAN LUIS OBISPO STANDARDS2220, 2240, AND 2250 (TYP).INSTALL ACCESSIBLE PARKING STALL AND IDENTIFICATIONSTRIPING WITH ASSOCIATED ADA SIGNS AND POSTS THATCOMPLY WITH CBC CHAPTER 11B-502 AND CITY OF SLOSTANDARD DETAIL 7210.INSTALL CITY STANDARD 2260 WHEEL STOPS OR APPROVEDEQUAL (TYP).2.5' VEHICLE OVERHANG LIMIT.INSTALL TRUNCATED DOMES/ DETECTABLE WARNING SYSTEMPER 2022 CBC 11B-705 AND PER CITY OF SLO STANDARD DETAIL4440 SHOWN ON SHEET CC506.INSTALL 12" ROLLED CURB WITH 1.5' GUTTER PER DETAIL I ONSHEET CC501INSTALL 12" ROLLED CURB DETAIL I ON SHEET CC501INSTALL 12" WIDE EXTRA DEEPENED CURB PER DETAIL 9 ONLANDSCAPE SHEET LC502.INSTALL 1" RP BACKFLOW PREVENTER WITH STAINLESS STEEL,LOCKABLE ENCLOSURE PER CITY OF SLO STANDARD DETAIL6550.INSTALL SS BACKWATER VALVE WITH ADA COMPLIANT UTILITYBOX FOR ACCESS PER CITY OF SLO STANDARD DETAIL 6810.SAWCUT EXISTING PAVEMENT; CONTRACTOR SHALL PROVIDESMOOTH TRANSITION TO EXISTING DRIVE SURFACE & VERIFYCOMPETENT MATERIAL EXISTS.INSTALL "YIELD SIGN" R1-2 PER MUTCD FIGURE 2B-1(CA).INSTALL VAN ACCESSIBLE PARKING STALL AND IDENTIFICATIONSTRIPING WITH ASSOCIATED ADA SIGNS AND POSTS THATCOMPLY WITH CBC CHAPTER 11B-502 AND CITY OF SLOSTANDARD DETAIL 7210.INSTALL PERMEABLE PAVERS WITH CONCRETE EDGE RESTRAINTPER DETAIL B, SHEET CC501.TRANSITION FROM 6" CURB TO 0" CURB PER DETAIL A ONCONSTRUCTION NOTES SHEET CC501.INSTALL 1" IRRIGATION WATER METER WITHIN EXISTINGIRRIGATION WATER METER BOX PER CITY OF SLO DETAILS 6210AND 6220. CITY OF SLO SHALL BE RESPONSIBLE TO PAY ALL FEES,SIGN UP FOR SERVICE, AND REQUEST THE METER SET. REFER TOLANDSCAPE PLANS FOR IRRIGATION DETAILS.INSTALL 3" IRRIGATION WATER METER WITHIN EXISTINGIRRIGATION WATER METER BOX PER CITY OF SLO DETAILS 6210AND 6220. CITY OF SLO SHALL BE RESPONSIBLE TO PAY ALL FEES,SIGN UP FOR SERVICE, AND REQUEST THE METER SET. REFER TOLANDSCAPE PLANS FOR IRRIGATION DETAILS.INSTALL 24" SOLID WHITE CROSSWALK BARS AT 4' CENTERSPACING.INSTALL DIAGONAL 4" THICKNESS WHITE THERMOPLASTICSTRIPING.INSTALL ENTRANCE SIGN R100B PER CALTRANS STANDARDA90A.INSTALL TRASH ENCLOSURE WITH SLAM PAD PER LANDSCAPEDETAIL ON SHEET LC510.INSTALL 6" WIDE EXTRA DEEPENED CURB ADJACENT TOPERMEABLE PAVERS PER DETAIL H ON SHEET CC501.123456789101112131415161718192021222324252627282930313233343536NOTES1.THE INSTALLATION OF ALL UTILITIES SHALL REFERENCE THE CITY OF SAN LUIS OBISPO ENGINEERINGSTANDARDS.2.CONTRACTOR SHALL PROVIDE ALL FITTINGS AND APPURTENANCES REQUIRED TO CONSTRUCT UTILITIES ASSHOWN ON SHEETS INCLUDED IN THESE PLANS AND PER THE CITY OF SAN LUIS OBISPO STANDARD DETAILS.3.THE SOILS REPORT, IN ITS ENTIRETY SHALL BE CONSIDERED A PART OF THESE PLANS.4.NO CONSTRUCTED SLOPE SHALL EXCEED A 2:1 SLOPE.5.GRADE ALL SIDEWALK/HARDSCAPE SURFACES TO DIRECT SURFACE FLOW OF ALL DOWN SPOUTS TOVEGETATED AREAS.6.FOR ALL DOWN SPOUT OUTLETS NOT ADJACENT TO SIDEWALK/HARDSCAPE, CONTRACTOR IS TO ADD AMIDSTATE SPLASH BLOCK (USE 30" MODEL PRECAST OR APPROVED EQUAL ) AND FLOW TO NEARESTLOCAL AREA DRAIN.7.SEE GRADING AND DRAINAGE SHEETS CG101 TO CG104 FOR MORE STORM DRAIN INFORMATION.8.SEE LANDSCAPE PLANS FOR WALKWAY CONNECTION TO PUBLIC SIDEWALKS AND FOR HANDRAIL DETAILS.STAIR STRIPING FOR EXTERIOR STALLS SHALL BE PROVIDED AT EACH RISER (CBC 1115A.5)9.ALL ELECTRICAL, TELECOMMUNICATION, & OTHER UTILITIES SHALL BE INSTALLED UNDERGROUND IN ANAPPROVED METHOD OF CONSTRUCTION. SEE CITY STANDARD TRENCHING DETAIL 6030.10.SEE WALL PROFILES SHEET CG105 FOR CMU RETAINING WALL INFORMATION AND DETAILS.NOPA R KI N G NOPA R KI N G NOPARKING NOPARKINGNOPARKINGNOPARKINGEV EVEVEVEV 3 21 EV CHARGINGEVEV (FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV) (FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV) PUE PUE PUE PUESTOP GBGBGBGBGB GBGBGB GB GB GBGB GB GBGB GB GBGBGB GB GB GB GB GB GBGB GB GB GB GB GB GB GB GBGB GB GBGB GB GB GBGB GBGBGBGBGB GB GB GB GB GBGB GB GB GB GBGB GB GB GB GB GB GBGB GB GB GB GBGB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GBGB GB GB S S WWWWW S SS S S RW RW W W CTV S S D CTVEB IB IBIBIB IBIB DEB DIBIB EB S S TIBURON WAYTIBURON WAY TIBURON WAY RANCH HOUSE ROAD N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CS10X_SITE PLAN.dwg, CS101, Apr 03, 2025 11:41am, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRC0feet401"=20' 2060MATCH LINE SEE CS102LEGENDPROPOSED PERMEABLE PAVERSPROPOSED AC PAVEMENTPROPOSED PEDESTRIAN CONCRETEPROPOSED VEHICULAR CONCRETEPROPOSED BIORETENTION BASINCS101SITE PLANRIP RAP ENERGY DISSIPATER1"=400'KEYMAP*HATCHED AREA REPRESENTSCURRENT SHEETCMU RETAINING WALLCREEK SETBACK LINECREEK FLOWLINE>PROPERTY LINE*EV CAPABLE (FUTURE) STALL >>>>>>>>>> >>>>>2PUE^^GBGB GB GBGBGB GB GB GB GB GBGB GB GB GBGB GB GB GBGBGBGB GB GB GBGBGB GB GB GB GB G B GB GBGBSSSW W W W W W WSS SS SS SSRW S SJTRWRWRWRWRWRWWRW SSSSWSDSDSDSDSDCTVIBIBIBIBIBIBDTIBURON WAYRANCH HOUSE ROADSS SD SD SD WSDSDSDSDSDSDSDSDSS SS SSW W WSEE SHEET CC503 FORROUNDABOUT DESIGN12'5' TYP10'10'14'5' 13.34' 144'11'20' TYP7'37'60'7'10'8'44' TYP16'8'7'11'20' TYP7'7'8'44' TYP16'8'9' 12'46'12'22' 5'5'5'10' STE/PUES48°44'11"W 29.49'Δ=18°28'25"R=437.00'L=140.90'11111111111125136777251423196555555555555553555555913991313CONTINUATIONPER SHEET P200CONTINUATIONPER SHEET P2011011312021721222222263332INSTALL "YIELD" LINE STRIPINGINSTALL RED CURB PAINT FOR"NO PARKING/FIRE LANE"INSTALL RED CURB PAINT FOR"NO PARKING/FIRE LANE"INSTALL 6" THICK SOLID WHITETHERMOPLASTIC LINE STRIPINGINSTALL 18' LONG TYPE I STRAIGHTARROW PER MUTCD FIGURE 3B-24(CA).CONSTRUCTION NOTESAPPROXIMATE LIMITS OF WORKINSTALL VEHICULAR BRIDGE PER CONTECH BRIDGE DESIGN INDEFERRED SUBMITTAL.INSTALL PEDESTRIAN BRIDGE PER CONTECH BRIDGE DESIGN INDEFERRED SUBMITTAL.CONSTRUCT MINIMUM 6" P.C.C REINFORCED VEHICULARCONCRETE PAVEMENT OVER 2' OF COMPACTED (95% ORBETTER) CLASS II AGGREGATE BASE PER DETAIL 2, SHEET LC501.USE #3 REBAR 24" ON CENTER IN BOTH DIRECTIONS. SEELANDSCAPE PLANS FOR JOINTS AND FINISH.CONSTRUCT MINIMUM 5" P.C.C REINFORCED PEDESTRIANCONCRETE PAVEMENT OVER 24" OF COMPACTED (95% ORBETTER) CLASS II AGGREGATE BASE PER DETAIL 1, SHEET LC501.USE #3 REBAR 24" ON CENTER IN BOTH DIRECTIONS. SEELANDSCAPE PLANS FOR JOINTS AND FINISH.CONSTRUCT 4" AC PAVEMENT OVER 10" CLASS II BASE WITHTYPE II GEOGRID PER PROJECT SOILS REPORT AND PER DETAIL EON SHEET CC501. FINAL SECTION SUBJECT TO CHANGE PER THEIN-SITU R-VALUE TESTING.INSTALL 6" CURB PER CITY OF SAN LUIS OBISPO STANDARDDETAIL 4020.CONNECT 4" PVC SANITARY SEWER LATERAL TO EXISTINGSANITARY SEWER SERVICE PER CITY DETAIL 6810.INSTALL NEW 4" SANITARY SEWER LATERAL PER CITY DETAIL 6810.INSTALL SEWER CLEANOUT PER PLUMBING PLANS.INSTALL SEWER BACKWATER VALVE PER CITY OF SLO STANDARDDETAIL 6810.INSTALL 6" CURB AND 18" GUTTER PER CITY OF SAN LUIS OBISPOSTANDARD DETAIL 4020. AT ALL LOCATIONS WHERE RAMPSWITH GUTTERS EXIST, TRANSITION TO 24" GUTTER PER CITYSTANDARD 4440. PROPERLY DISPOSE OF WASTE.CONNNECT 1" WATER LATERAL TO EX WATER LATERAL THAT TIESINTO WATER MAIN IN TIBURON WAY AND INSTALL SERVICELATERAL LINE PER CITY DETAILS 6210 AND 6220.INSTALL 1" WATER METER WITHIN EXISTING WATER METER BOXPER CITY OF SLO DETAILS 6210 AND 6220. CITY OF SLO SHALL BERESPONSIBLE TO PAY ALL FEES, SIGN UP FOR SERVICE, ANDREQUEST THE METER SET.INSTALL 9' WIDE AND 16' DEEP PARKING STALL STRIPING WITHADDITIONAL MINIMUM 2.5' OVERHANG, U.O.N, INCONFORMANCE WITH CITY OF SAN LUIS OBISPO STANDARDS2220, 2240, AND 2250 (TYP).INSTALL ACCESSIBLE PARKING STALL AND IDENTIFICATIONSTRIPING WITH ASSOCIATED ADA SIGNS AND POSTS THATCOMPLY WITH CBC CHAPTER 11B-502 AND CITY OF SLOSTANDARD DETAIL 7210.INSTALL CITY STANDARD 2260 WHEEL STOPS OR APPROVEDEQUAL (TYP).2.5' VEHICLE OVERHANG LIMIT.INSTALL TRUNCATED DOMES/ DETECTABLE WARNING SYSTEMPER 2022 CBC 11B-705 AND PER CITY OF SLO STANDARD DETAIL4440 SHOWN ON SHEET CC506.INSTALL 12" ROLLED CURB WITH 1.5' GUTTER PER DETAIL I ONSHEET CC501INSTALL 12" ROLLED CURB DETAIL I ON SHEET CC501INSTALL 12" WIDE EXTRA DEEPENED CURB PER DETAIL 9 ONLANDSCAPE SHEET LC502.INSTALL 1" RP BACKFLOW PREVENTER WITH STAINLESS STEEL,LOCKABLE ENCLOSURE PER CITY OF SLO STANDARD DETAIL6550.INSTALL SS BACKWATER VALVE WITH ADA COMPLIANT UTILITYBOX FOR ACCESS PER CITY OF SLO STANDARD DETAIL 6810.SAWCUT EXISTING PAVEMENT; CONTRACTOR SHALL PROVIDESMOOTH TRANSITION TO EXISTING DRIVE SURFACE & VERIFYCOMPETENT MATERIAL EXISTS.INSTALL "YIELD SIGN" R1-2 PER MUTCD FIGURE 2B-1(CA).INSTALL VAN ACCESSIBLE PARKING STALL AND IDENTIFICATIONSTRIPING WITH ASSOCIATED ADA SIGNS AND POSTS THATCOMPLY WITH CBC CHAPTER 11B-502 AND CITY OF SLOSTANDARD DETAIL 7210.INSTALL PERMEABLE PAVERS WITH CONCRETE EDGE RESTRAINTPER DETAIL B, SHEET CC501.TRANSITION FROM 6" CURB TO 0" CURB PER DETAIL A ONCONSTRUCTION NOTES SHEET CC501.INSTALL 1" IRRIGATION WATER METER WITHIN EXISTINGIRRIGATION WATER METER BOX PER CITY OF SLO DETAILS 6210AND 6220. CITY OF SLO SHALL BE RESPONSIBLE TO PAY ALL FEES,SIGN UP FOR SERVICE, AND REQUEST THE METER SET. REFER TOLANDSCAPE PLANS FOR IRRIGATION DETAILS.INSTALL 3" IRRIGATION WATER METER WITHIN EXISTINGIRRIGATION WATER METER BOX PER CITY OF SLO DETAILS 6210AND 6220. CITY OF SLO SHALL BE RESPONSIBLE TO PAY ALL FEES,SIGN UP FOR SERVICE, AND REQUEST THE METER SET. REFER TOLANDSCAPE PLANS FOR IRRIGATION DETAILS.INSTALL 24" SOLID WHITE CROSSWALK BARS AT 4' CENTERSPACING.INSTALL DIAGONAL 4" THICKNESS WHITE THERMOPLASTICSTRIPING.INSTALL ENTRANCE SIGN R100B PER CALTRANS STANDARDA90A.INSTALL TRASH ENCLOSURE WITH SLAM PAD PER LANDSCAPEDETAIL ON SHEET LC510.INSTALL 6" WIDE EXTRA DEEPENED CURB ADJACENT TOPERMEABLE PAVERS PER DETAIL H ON SHEET CC501.123456789101112131415161718192021222324252627282930313233343536NOTES1.THE INSTALLATION OF ALL UTILITIES SHALL REFERENCE THE CITY OF SAN LUIS OBISPO ENGINEERINGSTANDARDS.2.CONTRACTOR SHALL PROVIDE ALL FITTINGS AND APPURTENANCES REQUIRED TO CONSTRUCT UTILITIES ASSHOWN ON SHEETS INCLUDED IN THESE PLANS AND PER THE CITY OF SAN LUIS OBISPO STANDARD DETAILS.3.THE SOILS REPORT, IN ITS ENTIRETY SHALL BE CONSIDERED A PART OF THESE PLANS.4.NO CONSTRUCTED SLOPE SHALL EXCEED A 2:1 SLOPE.5.GRADE ALL SIDEWALK/HARDSCAPE SURFACES TO DIRECT SURFACE FLOW OF ALL DOWN SPOUTS TOVEGETATED AREAS.6.FOR ALL DOWN SPOUT OUTLETS NOT ADJACENT TO SIDEWALK/HARDSCAPE, CONTRACTOR IS TO ADD AMIDSTATE SPLASH BLOCK (USE 30" MODEL PRECAST OR APPROVED EQUAL ) AND FLOW TO NEARESTLOCAL AREA DRAIN.7.SEE GRADING AND DRAINAGE SHEETS CG101 TO CG104 FOR MORE STORM DRAIN INFORMATION.8.SEE LANDSCAPE PLANS FOR WALKWAY CONNECTION TO PUBLIC SIDEWALKS AND FOR HANDRAIL DETAILS.STAIR STRIPING FOR EXTERIOR STALLS SHALL BE PROVIDED AT EACH RISER (CBC 1115A.5)9.ALL ELECTRICAL, TELECOMMUNICATION, & OTHER UTILITIES SHALL BE INSTALLED UNDERGROUND IN ANAPPROVED METHOD OF CONSTRUCTION. SEE CITY STANDARD TRENCHING DETAIL 6030.10.SEE WALL PROFILES SHEET CG105 FOR CMU RETAINING WALL INFORMATION AND DETAILS.NOPA R KI N G NOPAR KI N G NOPARKING EV CHARGING EV CHARGING EV CHARGING EV CHARGING EV NOPARKING EV CHARGINGEV CHARGINGNOPARKINGNOPARKINGEV EV EV EV EV EVEVEV 3 21 EV CHARGINGEVEV(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV) (FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV) PUE PUE PUEPUESTOP GBGBGBGBGB GBGBGB GB GB GBGBGB GB GB GB GBGBGB GB GB GBGB GB GBGB GB GB GB GB GB GB GB GBGB GB GBGB GB GBGBGB GBGBGBGBGB GB GB GB GB GBGB GB GB GB GB GB GB GB GB GB GB GBGB GBGB GB GBGB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GBGB S S WWWWW S SS S SRW RW W W CTV S S D CTVEB IB IBIBIB IBIB DEB DIBIB EB S S TIBURON WAYTIBURON WAY TIBURON WAY RANCH HOU SE ROAD0feet401"=20' 2060N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CS10X_SITE PLAN.dwg, CS102, Apr 01, 2025 2:20pm, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRCMATCH LINE SEE CS103MATCH LINE SEE CS101CS102SITE PLAN1"=400'KEYMAP*HATCHED AREA REPRESENTSCURRENT SHEETLEGENDPROPOSED PERMEABLE PAVERSPROPOSED AC PAVEMENTPROPOSED PEDESTRIAN CONCRETEPROPOSED VEHICULAR CONCRETEPROPOSED BIORETENTION BASINRIP RAP ENERGY DISSIPATERCMU RETAINING WALLCREEK SETBACK LINECREEK FLOWLINE>PROPERTY LINE >>NOPARKINGNOPARKINGEVEVEVEVEV31EV CHARGINGEVEV(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)PUEPUE^^^^^^^^^^GBGBGBGBGBGB GBGBGBGB GBGBGB^^GBGB GB WW W W W W W WSDSDSDSDSDSDSDRWRWRWRWRWRWRWSSSSSSSSSSSSSS WSDDCTVEBEBDTIBURON WAYSSSSSS SS SS SSSD SDSDSDSDSDSDSD SD SDSDSD SDSDSDSDSDSD SD SD SD SD SD SDSDSDSEE SHEET CC503 FORROUNDABOUT DESIGNTYPTYPTYP6.5' TYP6.5'6.5'18' TYP24'18' TYP10' STE/PUE60' BAY WIDTH2.5' TYP9' TYP 18' TYP9' TYP 2.5' TYPΔ=64°29'39" R=69.50' L=78.23'N84°54'12"W 2.00'Δ=41°07'04"R=167.00'L=119.85'Δ=23°19'10"R=241.50'L=98.29'Δ=12°42'07"R=287.00'L=63.63'S32°00'54"E 847.75'INSTALL PASSING LANE STRIPINGINSTALL PASSING LANE STRIPINGINSTALL TRANSFORMER PADPER ELECTRICAL PLANSINSTALL ELECTRICAL VAULTPER ELECTRICAL PLANS11111111252568911257712915151616171028282828666655554551273636363636773636363636354544977INSTALL RED CURB PAINT WHEREPARKING IS PROHIBITEDINSTALL RED CURB PAINT WHEREPARKING IS PROHIBITED3333333329291818181818182073620202025215333234INSTALL RED CURB PAINT FOR"NO PARKING/FIRE LANE"INSTALL 6" THICK SOLID WHITETHERMOPLASTIC LINE STRIPINGINSTALL 18' LONG TYPE ISTRAIGHT ARROW PERMUTCD FIGURE 3B-24(CA).CONSTRUCTION NOTESAPPROXIMATE LIMITS OF WORKINSTALL VEHICULAR BRIDGE PER CONTECH BRIDGE DESIGN INDEFERRED SUBMITTAL.INSTALL PEDESTRIAN BRIDGE PER CONTECH BRIDGE DESIGN INDEFERRED SUBMITTAL.CONSTRUCT MINIMUM 6" P.C.C REINFORCED VEHICULARCONCRETE PAVEMENT OVER 2' OF COMPACTED (95% ORBETTER) CLASS II AGGREGATE BASE PER DETAIL 2, SHEET LC501.USE #3 REBAR 24" ON CENTER IN BOTH DIRECTIONS. SEELANDSCAPE PLANS FOR JOINTS AND FINISH.CONSTRUCT MINIMUM 5" P.C.C REINFORCED PEDESTRIANCONCRETE PAVEMENT OVER 24" OF COMPACTED (95% ORBETTER) CLASS II AGGREGATE BASE PER DETAIL 1, SHEET LC501.USE #3 REBAR 24" ON CENTER IN BOTH DIRECTIONS. SEELANDSCAPE PLANS FOR JOINTS AND FINISH.CONSTRUCT 4" AC PAVEMENT OVER 10" CLASS II BASE WITHTYPE II GEOGRID PER PROJECT SOILS REPORT AND PER DETAIL EON SHEET CC501. FINAL SECTION SUBJECT TO CHANGE PER THEIN-SITU R-VALUE TESTING.INSTALL 6" CURB PER CITY OF SAN LUIS OBISPO STANDARDDETAIL 4020.CONNECT 4" PVC SANITARY SEWER LATERAL TO EXISTINGSANITARY SEWER SERVICE PER CITY DETAIL 6810.INSTALL NEW 4" SANITARY SEWER LATERAL PER CITY DETAIL 6810.INSTALL SEWER CLEANOUT PER PLUMBING PLANS.INSTALL SEWER BACKWATER VALVE PER CITY OF SLO STANDARDDETAIL 6810.INSTALL 6" CURB AND 18" GUTTER PER CITY OF SAN LUIS OBISPOSTANDARD DETAIL 4020. AT ALL LOCATIONS WHERE RAMPSWITH GUTTERS EXIST, TRANSITION TO 24" GUTTER PER CITYSTANDARD 4440. PROPERLY DISPOSE OF WASTE.CONNNECT 1" WATER LATERAL TO EX WATER LATERAL THAT TIESINTO WATER MAIN IN TIBURON WAY AND INSTALL SERVICELATERAL LINE PER CITY DETAILS 6210 AND 6220.INSTALL 1" WATER METER WITHIN EXISTING WATER METER BOXPER CITY OF SLO DETAILS 6210 AND 6220. CITY OF SLO SHALL BERESPONSIBLE TO PAY ALL FEES, SIGN UP FOR SERVICE, ANDREQUEST THE METER SET.INSTALL 9' WIDE AND 16' DEEP PARKING STALL STRIPING WITHADDITIONAL MINIMUM 2.5' OVERHANG, U.O.N, INCONFORMANCE WITH CITY OF SAN LUIS OBISPO STANDARDS2220, 2240, AND 2250 (TYP).INSTALL ACCESSIBLE PARKING STALL AND IDENTIFICATIONSTRIPING WITH ASSOCIATED ADA SIGNS AND POSTS THATCOMPLY WITH CBC CHAPTER 11B-502 AND CITY OF SLOSTANDARD DETAIL 7210.INSTALL CITY STANDARD 2260 WHEEL STOPS OR APPROVEDEQUAL (TYP).2.5' VEHICLE OVERHANG LIMIT.INSTALL TRUNCATED DOMES/ DETECTABLE WARNING SYSTEMPER 2022 CBC 11B-705 AND PER CITY OF SLO STANDARD DETAIL4440 SHOWN ON SHEET CC506.INSTALL 12" ROLLED CURB WITH 1.5' GUTTER PER DETAIL I ONSHEET CC501INSTALL 12" ROLLED CURB DETAIL I ON SHEET CC501INSTALL 12" WIDE EXTRA DEEPENED CURB PER DETAIL 9 ONLANDSCAPE SHEET LC502.INSTALL 1" RP BACKFLOW PREVENTER WITH STAINLESS STEEL,LOCKABLE ENCLOSURE PER CITY OF SLO STANDARD DETAIL6550.INSTALL SS BACKWATER VALVE WITH ADA COMPLIANT UTILITYBOX FOR ACCESS PER CITY OF SLO STANDARD DETAIL 6810.SAWCUT EXISTING PAVEMENT; CONTRACTOR SHALL PROVIDESMOOTH TRANSITION TO EXISTING DRIVE SURFACE & VERIFYCOMPETENT MATERIAL EXISTS.INSTALL "YIELD SIGN" R1-2 PER MUTCD FIGURE 2B-1(CA).INSTALL VAN ACCESSIBLE PARKING STALL AND IDENTIFICATIONSTRIPING WITH ASSOCIATED ADA SIGNS AND POSTS THATCOMPLY WITH CBC CHAPTER 11B-502 AND CITY OF SLOSTANDARD DETAIL 7210.INSTALL PERMEABLE PAVERS WITH CONCRETE EDGE RESTRAINTPER DETAIL B, SHEET CC501.TRANSITION FROM 6" CURB TO 0" CURB PER DETAIL A ONCONSTRUCTION NOTES SHEET CC501.INSTALL 1" IRRIGATION WATER METER WITHIN EXISTINGIRRIGATION WATER METER BOX PER CITY OF SLO DETAILS 6210AND 6220. CITY OF SLO SHALL BE RESPONSIBLE TO PAY ALL FEES,SIGN UP FOR SERVICE, AND REQUEST THE METER SET. REFER TOLANDSCAPE PLANS FOR IRRIGATION DETAILS.INSTALL 3" IRRIGATION WATER METER WITHIN EXISTINGIRRIGATION WATER METER BOX PER CITY OF SLO DETAILS 6210AND 6220. CITY OF SLO SHALL BE RESPONSIBLE TO PAY ALL FEES,SIGN UP FOR SERVICE, AND REQUEST THE METER SET. REFER TOLANDSCAPE PLANS FOR IRRIGATION DETAILS.INSTALL 24" SOLID WHITE CROSSWALK BARS AT 4' CENTERSPACING.INSTALL DIAGONAL 4" THICKNESS WHITE THERMOPLASTICSTRIPING.INSTALL ENTRANCE SIGN R100B PER CALTRANS STANDARDA90A.INSTALL TRASH ENCLOSURE WITH SLAM PAD PER LANDSCAPEDETAIL ON SHEET LC510.INSTALL 6" WIDE EXTRA DEEPENED CURB ADJACENT TOPERMEABLE PAVERS PER DETAIL H ON SHEET CC501.123456789101112131415161718192021222324252627282930313233343536NOTES1.THE INSTALLATION OF ALL UTILITIES SHALL REFERENCE THE CITY OF SAN LUIS OBISPO ENGINEERINGSTANDARDS.2.CONTRACTOR SHALL PROVIDE ALL FITTINGS AND APPURTENANCES REQUIRED TO CONSTRUCT UTILITIES ASSHOWN ON SHEETS INCLUDED IN THESE PLANS AND PER THE CITY OF SAN LUIS OBISPO STANDARD DETAILS.3.THE SOILS REPORT, IN ITS ENTIRETY SHALL BE CONSIDERED A PART OF THESE PLANS.4.NO CONSTRUCTED SLOPE SHALL EXCEED A 2:1 SLOPE.5.GRADE ALL SIDEWALK/HARDSCAPE SURFACES TO DIRECT SURFACE FLOW OF ALL DOWN SPOUTS TOVEGETATED AREAS.6.FOR ALL DOWN SPOUT OUTLETS NOT ADJACENT TO SIDEWALK/HARDSCAPE, CONTRACTOR IS TO ADD AMIDSTATE SPLASH BLOCK (USE 30" MODEL PRECAST OR APPROVED EQUAL ) AND FLOW TO NEARESTLOCAL AREA DRAIN.7.SEE GRADING AND DRAINAGE SHEETS CG101 TO CG104 FOR MORE STORM DRAIN INFORMATION.8.SEE LANDSCAPE PLANS FOR WALKWAY CONNECTION TO PUBLIC SIDEWALKS AND FOR HANDRAIL DETAILS.STAIR STRIPING FOR EXTERIOR STALLS SHALL BE PROVIDED AT EACH RISER (CBC 1115A.5)9.ALL ELECTRICAL, TELECOMMUNICATION, & OTHER UTILITIES SHALL BE INSTALLED UNDERGROUND IN ANAPPROVED METHOD OF CONSTRUCTION. SEE CITY STANDARD TRENCHING DETAIL 6030.10.SEE WALL PROFILES SHEET CG105 FOR CMU RETAINING WALL INFORMATION AND DETAILS.NOPA R KI N G NOPAR KI N G NOPARKING EV CHARGING EV CHARGING EV CHARGING EV CHARGING EV NOPARKING EV CHARGINGEV CHARGINGNOPARKINGNOPARKINGEV EV EV EV EV EVEVEV 3 21 EV CHARGINGEVEV(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV) (FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV) PUE PUE PUEPUESTOP GBGBGBGBGB GBGBGB GB GB GBGBGB GB GB GB GBGBGB GB GB GBGB GB GBGB GB GB GB GB GB GB GB GBGB GB GBGB GB GBGBGB GBGBGBGBGB GB GB GB GB GBGB GB GB GB GB GB GB GB GB GB GB GBGB GBGB GB GBGB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GBGB S S WWWWW S SS S SRW RW W W CTV S S D CTVEB IB IBIBIB IBIB DEB DIBIB EB S S TIBURON WAYTIBURON WAY TIBURON WAY RANCH HOU SE ROAD0feet401"=20' 2060N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CS10X_SITE PLAN.dwg, CS103, Apr 01, 2025 2:21pm, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRCMATCH LINE SEE CS104 MATCH LINE SEE CS102CS103SITE PLAN1"=400'KEYMAP*HATCHED AREA REPRESENTSCURRENT SHEETLEGENDPROPOSED PERMEABLE PAVERSPROPOSED AC PAVEMENTPROPOSED PEDESTRIAN CONCRETEPROPOSED VEHICULAR CONCRETEPROPOSED BIORETENTION BASINRIP RAP ENERGY DISSIPATERCMU RETAINING WALLCREEK SETBACK LINECREEK FLOWLINE>PROPERTY LINE >>>>>>>>>>>>>>>>>>>>>>>>S SSS SSSSSDN53°33'41"E 110.45'N7°14'30"E 105.84'N40°01'00"E 141.46'N32°02'42"W 278.14'INSTALL PASSING LANE STRIPING1111115434444INSTALL BIKE PUMP TRACKBY OTHERSINSTALL BIKE SKILLS TRACKBY OTHERSINSTALL FENCE PERLANDSCAPE PLANSINSTALL FENCE PERLANDSCAPE PLANSINSTALL FENCE PERLANDSCAPE PLANSINSTALL FENCE PERLANDSCAPE PLANSINSTALL FENCE PERLANDSCAPE PLANS11CONSTRUCTION NOTESAPPROXIMATE LIMITS OF WORKINSTALL VEHICULAR BRIDGE PER CONTECH BRIDGE DESIGN INDEFERRED SUBMITTAL.INSTALL PEDESTRIAN BRIDGE PER CONTECH BRIDGE DESIGN INDEFERRED SUBMITTAL.CONSTRUCT MINIMUM 6" P.C.C REINFORCED VEHICULARCONCRETE PAVEMENT OVER 2' OF COMPACTED (95% ORBETTER) CLASS II AGGREGATE BASE PER DETAIL 2, SHEET LC501.USE #3 REBAR 24" ON CENTER IN BOTH DIRECTIONS. SEELANDSCAPE PLANS FOR JOINTS AND FINISH.CONSTRUCT MINIMUM 5" P.C.C REINFORCED PEDESTRIANCONCRETE PAVEMENT OVER 24" OF COMPACTED (95% ORBETTER) CLASS II AGGREGATE BASE PER DETAIL 1, SHEET LC501.USE #3 REBAR 24" ON CENTER IN BOTH DIRECTIONS. SEELANDSCAPE PLANS FOR JOINTS AND FINISH.CONSTRUCT 4" AC PAVEMENT OVER 10" CLASS II BASE WITHTYPE II GEOGRID PER PROJECT SOILS REPORT AND PER DETAIL EON SHEET CC501. FINAL SECTION SUBJECT TO CHANGE PER THEIN-SITU R-VALUE TESTING.INSTALL 6" CURB PER CITY OF SAN LUIS OBISPO STANDARDDETAIL 4020.CONNECT 4" PVC SANITARY SEWER LATERAL TO EXISTINGSANITARY SEWER SERVICE PER CITY DETAIL 6810.INSTALL NEW 4" SANITARY SEWER LATERAL PER CITY DETAIL 6810.INSTALL SEWER CLEANOUT PER PLUMBING PLANS.INSTALL SEWER BACKWATER VALVE PER CITY OF SLO STANDARDDETAIL 6810.INSTALL 6" CURB AND 18" GUTTER PER CITY OF SAN LUIS OBISPOSTANDARD DETAIL 4020. AT ALL LOCATIONS WHERE RAMPSWITH GUTTERS EXIST, TRANSITION TO 24" GUTTER PER CITYSTANDARD 4440. PROPERLY DISPOSE OF WASTE.CONNNECT 1" WATER LATERAL TO EX WATER LATERAL THAT TIESINTO WATER MAIN IN TIBURON WAY AND INSTALL SERVICELATERAL LINE PER CITY DETAILS 6210 AND 6220.INSTALL 1" WATER METER WITHIN EXISTING WATER METER BOXPER CITY OF SLO DETAILS 6210 AND 6220. CITY OF SLO SHALL BERESPONSIBLE TO PAY ALL FEES, SIGN UP FOR SERVICE, ANDREQUEST THE METER SET.INSTALL 9' WIDE AND 16' DEEP PARKING STALL STRIPING WITHADDITIONAL MINIMUM 2.5' OVERHANG, U.O.N, INCONFORMANCE WITH CITY OF SAN LUIS OBISPO STANDARDS2220, 2240, AND 2250 (TYP).INSTALL ACCESSIBLE PARKING STALL AND IDENTIFICATIONSTRIPING WITH ASSOCIATED ADA SIGNS AND POSTS THATCOMPLY WITH CBC CHAPTER 11B-502 AND CITY OF SLOSTANDARD DETAIL 7210.INSTALL CITY STANDARD 2260 WHEEL STOPS OR APPROVEDEQUAL (TYP).2.5' VEHICLE OVERHANG LIMIT.INSTALL TRUNCATED DOMES/ DETECTABLE WARNING SYSTEMPER 2022 CBC 11B-705 AND PER CITY OF SLO STANDARD DETAIL4440 SHOWN ON SHEET CC506.INSTALL 12" ROLLED CURB WITH 1.5' GUTTER PER DETAIL I ONSHEET CC501INSTALL 12" ROLLED CURB DETAIL I ON SHEET CC501INSTALL 12" WIDE EXTRA DEEPENED CURB PER DETAIL 9 ONLANDSCAPE SHEET LC502.INSTALL 1" RP BACKFLOW PREVENTER WITH STAINLESS STEEL,LOCKABLE ENCLOSURE PER CITY OF SLO STANDARD DETAIL6550.INSTALL SS BACKWATER VALVE WITH ADA COMPLIANT UTILITYBOX FOR ACCESS PER CITY OF SLO STANDARD DETAIL 6810.SAWCUT EXISTING PAVEMENT; CONTRACTOR SHALL PROVIDESMOOTH TRANSITION TO EXISTING DRIVE SURFACE & VERIFYCOMPETENT MATERIAL EXISTS.INSTALL "YIELD SIGN" R1-2 PER MUTCD FIGURE 2B-1(CA).INSTALL VAN ACCESSIBLE PARKING STALL AND IDENTIFICATIONSTRIPING WITH ASSOCIATED ADA SIGNS AND POSTS THATCOMPLY WITH CBC CHAPTER 11B-502 AND CITY OF SLOSTANDARD DETAIL 7210.INSTALL PERMEABLE PAVERS WITH CONCRETE EDGE RESTRAINTPER DETAIL B, SHEET CC501.TRANSITION FROM 6" CURB TO 0" CURB PER DETAIL A ONCONSTRUCTION NOTES SHEET CC501.INSTALL 1" IRRIGATION WATER METER WITHIN EXISTINGIRRIGATION WATER METER BOX PER CITY OF SLO DETAILS 6210AND 6220. CITY OF SLO SHALL BE RESPONSIBLE TO PAY ALL FEES,SIGN UP FOR SERVICE, AND REQUEST THE METER SET. REFER TOLANDSCAPE PLANS FOR IRRIGATION DETAILS.INSTALL 3" IRRIGATION WATER METER WITHIN EXISTINGIRRIGATION WATER METER BOX PER CITY OF SLO DETAILS 6210AND 6220. CITY OF SLO SHALL BE RESPONSIBLE TO PAY ALL FEES,SIGN UP FOR SERVICE, AND REQUEST THE METER SET. REFER TOLANDSCAPE PLANS FOR IRRIGATION DETAILS.INSTALL 24" SOLID WHITE CROSSWALK BARS AT 4' CENTERSPACING.INSTALL DIAGONAL 4" THICKNESS WHITE THERMOPLASTICSTRIPING.INSTALL ENTRANCE SIGN R100B PER CALTRANS STANDARDA90A.INSTALL TRASH ENCLOSURE WITH SLAM PAD PER LANDSCAPEDETAIL ON SHEET LC510.INSTALL 6" WIDE EXTRA DEEPENED CURB ADJACENT TOPERMEABLE PAVERS PER DETAIL H ON SHEET CC501.123456789101112131415161718192021222324252627282930313233343536NOTES1.THE INSTALLATION OF ALL UTILITIES SHALL REFERENCE THE CITY OF SAN LUIS OBISPO ENGINEERINGSTANDARDS.2.CONTRACTOR SHALL PROVIDE ALL FITTINGS AND APPURTENANCES REQUIRED TO CONSTRUCT UTILITIES ASSHOWN ON SHEETS INCLUDED IN THESE PLANS AND PER THE CITY OF SAN LUIS OBISPO STANDARD DETAILS.3.THE SOILS REPORT, IN ITS ENTIRETY SHALL BE CONSIDERED A PART OF THESE PLANS.4.NO CONSTRUCTED SLOPE SHALL EXCEED A 2:1 SLOPE.5.GRADE ALL SIDEWALK/HARDSCAPE SURFACES TO DIRECT SURFACE FLOW OF ALL DOWN SPOUTS TOVEGETATED AREAS.6.FOR ALL DOWN SPOUT OUTLETS NOT ADJACENT TO SIDEWALK/HARDSCAPE, CONTRACTOR IS TO ADD AMIDSTATE SPLASH BLOCK (USE 30" MODEL PRECAST OR APPROVED EQUAL ) AND FLOW TO NEARESTLOCAL AREA DRAIN.7.SEE GRADING AND DRAINAGE SHEETS CG101 TO CG104 FOR MORE STORM DRAIN INFORMATION.8.SEE LANDSCAPE PLANS FOR WALKWAY CONNECTION TO PUBLIC SIDEWALKS AND FOR HANDRAIL DETAILS.STAIR STRIPING FOR EXTERIOR STALLS SHALL BE PROVIDED AT EACH RISER (CBC 1115A.5)9.ALL ELECTRICAL, TELECOMMUNICATION, & OTHER UTILITIES SHALL BE INSTALLED UNDERGROUND IN ANAPPROVED METHOD OF CONSTRUCTION. SEE CITY STANDARD TRENCHING DETAIL 6030.10.SEE WALL PROFILES SHEET CG105 FOR CMU RETAINING WALL INFORMATION AND DETAILS.NOPA R KI N G NOPAR KI N G NOPARKING EV CHARGING EV CHARGING EV CHARGING EV CHARGING EV NOPARKING EV CHARGINGEV CHARGINGNOPARKINGNOPARKINGEV EV EV EV EV EVEVEV 3 21 EV CHARGINGEVEV(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV) (FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV) PUE PUE PUEPUESTOP GBGBGBGBGB GBGBGB GB GB GBGBGB GB GB GB GBGBGB GB GB GBGB GB GBGB GB GB GB GB GB GB GB GBGB GB GBGB GB GBGBGB GBGBGBGBGB GB GB GB GB GBGB GB GB GB GB GB GB GB GB GB GB GBGB GBGB GB GBGB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GBGB S S WWWWW S SS S SRW RW W W CTV S S D CTVEB IB IBIBIB IBIB DEB DIBIB EB S S TIBURON WAYTIBURON WAY TIBURON WAY RANCH HOU SE ROAD0feet401"=20' 2060N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CS10X_SITE PLAN.dwg, CS104, Apr 01, 2025 2:23pm, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRCMATCH LINE SEE CS103 CS104SITE PLAN1"=400'KEYMAP*HATCHED AREA REPRESENTSCURRENT SHEETLEGENDPROPOSED PERMEABLE PAVERSPROPOSED AC PAVEMENTPROPOSED PEDESTRIAN CONCRETEPROPOSED VEHICULAR CONCRETEPROPOSED BIORETENTION BASINRIP RAP ENERGY DISSIPATERCMU RETAINING WALLCREEK SETBACK LINECREEK FLOWLINE>PROPERTY LINE >>>>>>>NOPARKINGNOPARKINGNOPARKINGNOPARKINGPUESTOP GBGBGBGBGBGB GBGB GB GB GBGBGB GB GB GBGB GBGB GB GBGB GBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBTIBURON WAY 245 250 242 243 244 246 247 248 249 245250244244246247248249251252255256257258259253 254251252253 245241242243244246245 241 242243 244 246 WWWWSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSD SD SD SD SDSDSDSDSDSDSDSDSD1.0%1.0%1.0%0.8%0.0%0.0%0.0%0.0%FF=251.305.2%WWWWWWWWWW W SSRWRWRWRWRWRWRWSSSSSSSSSSWIBIBEBS S250.80 TG247.71 INV250.79 TG247.71 INV250.90 TG248.82 INV251.94 TG248.51 INV251.75 TG248.57 INV250.51 TG248.39 INV250.68 TG246.55 INV244.60 TG242.52 INV244.69 TG242.96 INV244.33 TG242.56 INV243.89 TG242.15 INV243.58 TG241.86 INV243.32 TG241.73 INV244.11 TG241.86 INV243.75INV/OUT247.29 FS244.19 INV247.33 FS244.24 INV251.20 FS245.66 INV245.28INV245.50 TG243.50 INV242.33 INV/OUT241.90 TG240.40 INV239.23 INV/OUT240.80 TG233.81 INV251.41 FS246.70 INV246.82 TG244.15 INV243.75INV/OUT246.34 FG244.05 INV249.09 TG244.55 INV250.29 TG244.94 INV250.83 TG245.34 INV253.03 TG245.35 INV250.30 TG246.95 INV250.05 TG246.55 INV249.85 TG246.23 INV249.60 TG245.83 INV249.40 TG245.46 INV252.40 TG246.44 INV252.72 TG246.19 INV253.09 TG245.92 INV247.33 TG245.12 INV247.48 TG245.32 INV243.75INV/OUT245.50 FG243.80 INV246.98 TG244.28 INV246.99 TG244.48 INV246.99 TG244.68 INV247.00 TG244.88 INV243.59 FS241.48 INV243.80 FS241.62 INV243.86 FS241.66 INV243.45 FG241.09 INV241.00INV/OUT248.00 TW251.30 TW251.30 TW251.60 TW253.30 TWRAISE EX SS MANHOLERIM ELEV TO 251.32MATCH FS246.88 INV247.67 INV248.36 INV248.05 INV7 RISER(S)STEP HT = 6.77"6 RISER(S)STEP HT = 6.44"3 RISER(S)STEP HT = 5.20"8 RISER(S)STEP HT = 6.24"20202018181821181817202020132020111223333738382223777799999999999999999999930131515151515151515151516121212121212121212121212121212121212121212121212121212124418121212313233351243.0FG239.9FG240.80FS/TW240.81FS241.40FS/TW241.40FS242.00FS243.65FS246.01FS244.94FS247.38FS247.37FS247.85FS247.82FS247.82FS247.38FS247.50FS247.84FS251.84FS249.31FS247.90FS247.20FS247.20FS/TW247.20FS/TW247.20FS246.2FG247.32FS247.33FS245.54FS252.71FS250.95FS250.70FS251.02FS252.93FS252.82FS245.76FS243.61FS245.31FS245.08FS244.45FS244.09FS243.64FS245.42FS245.69FS245.70FS240.22FS253.32 FSMATCH EX253.27 FSMATCH EX254.14 FSMATCH EX254.67 FSMATCH EX252.25FS252.32FS251.3FG251.51FS251.08FS251.12FS247.88FS247.91FS250.96FS253.16FS252.65FS247.90FS251.85FS244.41FS244.39FS242.10FS252.50FS250.99FS251.02FS250.88FS251.54FS251.03FS251.08 TC250.58 FL250.76 TC250.26 FS245.57FS245.57FS245.42FS253.17FS253.10FS253.19FS252.67 TC252.17 FL252.97 TC252.47 FL252.07 TC251.57 FL251.89 TC251.39 FL251.99 TC251.49 FL252.13 TC251.63 FL251.91 TC251.41 FS252.09 TC251.59 FS253.23 TC252.73 FS253.19 TC252.69 FS253.08 TC252.58 FS252.83 TC252.33 FS252.75 TC252.25 FS252.17 TC251.67 FS252.04 TC251.54 FS251.94 TC251.44 FS252.07 TC251.57 FS251.48 TC250.98 FS250.97 TC250.47 FS251.46 TC250.96 FS251.34 TC250.84 FS251.29 TC250.79 FL251.30 TC250.80 FL252.01 TC251.51 FS252.19 TC251.69 FS251.01 TC250.51 FL250.96 TC250.46 FS251.28 TC250.78 FS243.60FS246.17FS242.01FS240.80FS240.30FS253.01 TC252.51 FS253.12 TC252.62 FS252.93 TC252.43 FS252.88 TC252.38 FS252.25 TC251.75 FS252.37 TC251.87 FS252.55 TC252.05 FS251.46 TC250.96 FS251.46 TC250.96 FS251.30 TC250.80 FS251.28 TC250.78 FS252.25 TC251.75 FS252.37 TC251.87 FS253.52 TC253.02 FS253.36 TC252.86 FS251.28 TC250.78 FS251.30 TC250.80 FS252.44 TC251.94 FS251.40 TC250.90 FS251.07 TC250.57 FS245.25 TC244.75 FS245.34 TC244.84 FS245.31 TC244.81 FS245.19 TC244.69 FS244.83 TC244.33 FS244.97 TC244.47 FS244.89 TC244.39 FS244.76 TC244.26 FS244.39 TC243.89 FS244.24 TC243.74 FS244.45 TC243.95 FS244.42 TC243.92 FS244.08 TC243.58 FS244.19 TC243.69 FS244.08 TC243.58 FS243.96 TC243.46 FS243.06 TC243.06 FL252.67 TC252.67 FL253.00 TC252.50 FS251.18 TC250.68 FS243.56 TC243.06 FL243.16 TC243.16 FL243.65 TC243.15 FL246.75 TC246.25 FS246.21 TC245.71 FS246.09 TC245.59 FS243.76 TC243.26 FS243.76 TC243.26 FS246.77 TC246.27 FS246.00 TC245.50 FS245.74 TC245.24 FS245.58 TC245.08 FS245.11 TC244.61 FS245.13 TC244.63 FS245.28 TC244.78 FS245.39 TC244.89 FS245.57 TC245.07 FS245.63 TC245.13 FS245.30 TC244.80 FS244.14 TC243.64 FS244.22 TC243.72 FS244.62 TC244.12 FS244.75 TC244.25 FS244.61 TC244.11 FS243.73 TC243.23 FS257.90 TG249.80 INV257.52 TG248.19 INV255.87 TG249.82 INV251.23 TG248.99 INV251.33 TG248.83 INV250.95 TG248.42 INV236.8FG238.8FG240.78FS240.30FS240.80FS240.79FS241.14FS/TW241.15FS241.75FS/TW241.64FS242.00FS//TW242.00FS242.10FS242.00FS243.0FG242.00FS241.9FG240.8FG243.0FG240.66EX FG238.83EX FG238.76FS236.81EX FG247.48FS247.0FG247.90FS251.1FG247.71FS250.8FG247.71FS247.63FS250.8FG247.65FS247.1FG250.49FS247.35FS251.01 TC250.51 FL250.97 TC250.47 FL241.8FG247.33FS247.25FS245.60FS247.31FS247.27FS247.39FS247.35FS250.98FS250.95FS250.91FS250.76 TC250.26 FS246.27FS246.23FS246.28FS251.12 TC250.62 FS251.22 TC250.72 FS251.25FS251.22FS246.40FS247.20FS245.70FS373729292929251.56FS244.92FS244.42FS244.35FS244.39FS243.62FS252.34FS251.14FS251.06FS251.33 TC250.83 FL244.0FG244.0FG242.9FG245.4FG244.00 TW245.50TW242.0FG242.04FS242.3FG246.50 TW242.50 TW249.2FG249.5FG249.50 TW249.9FG247.2FG250.00 TW247.3FG250.8FG246.0FG246.0FG250.75 TW245.50 TW393939393939253.04FS252.54 TC252.04 FS257.80 TG249.40 INV257.72 TG249.00 INV257.61 TG248.60 INV257.19 TG248.60 INV256.88 TG249.00 INV256.39 TG249.40 INV252.23 TG247.89 INV1515182020251.85 TW252.50 TW251.85 TW249.80TW251.35 TW251.83 TW247.95 TW251.25TW251.15TW252.00TW247.90TW252.00TW252.00TW252.00TW247.40TW247.31TW7.0%0. 2% 1.5%244.24 TC243.74 FL244.17 TC243.67 FL1.3%4.6%244.59 TC244.09 FS246.00TW242.00TW244.40TW244.40TW243.33TW1.4%0.3 %7.9%7.9%1.3%3.9%1.7%POST TENSION SLAB -SEE PT SHEETSPOST TENSION SLAB -SEE PT SHEETSPOST TENSION SLAB -SEE PT SHEETSPOST TENSION SLAB -SEE PT SHEETS1.6%RAISE EX SSMANHOLERIM ELEV = 251.40251.35 TC250.85 FL251.16FS251.12FS250.82FS17201.4%3.9%1.7%1.6%0.7%4.2%0.9%1.6%2.5%2.4%6.2%3.3%34244.20 INV244.31 INV244.08 INV 244.95 INV244.82 INV2020249.28FS247.90FS251.23FS251.16FS249.90TW41414141414141414141241.18FS/TW240.9FG240.26FS/TW240.34FS/TW239.8FG239.9FG240.82FS/TW240.4FG240.00FS99941251.84 TC251.84 FL251.57 TC251.57 FL251.99 TC251.49 FS251.78 TC251.28 FS252.42 TC251.92 FS249.31FS247.90FS247.90FS249.70FS247.00TW250.52FS250.42FS0.3%247.15FS0.9%250.50FS246.62FS247.82 TW13 244.95 INV1.4%1.7%253.33 TC252.83 FL253.06 TC252.56 FL247.27 TW246.77 FS247.27 TW246.77 FS 244.60 INV13249.11FS249.16FS249.22FS249.18FS249.20TW6246.3FG247.32FS99920251.92 TC251.42 FS247.35 FS244.28 INV247.32 FS244.36 INV253.3FG250.55 TG247.35 INV250.80 TW250.55 TW250.35 TW250.10 TW250.50 TG245.36 INV247.98FS1.0%251.85TW251.15TW249.40TW249.24FS249.39FS251.50 TG245.98 INV1212249.20 TG245.65 INV249.70TW245.32INV245.46 INV20PROVIDED BASIN AREA: 1428.2 SFREQUIRED BASIN AREA: 1409.9 SFPROVIDED BASIN AREA: 515.88 SFREQUIRED BASIN AREA: 263.53 SF 246.04 TW 247.77 TW 247.85 TW 249.61 TW 249.68 TW 250.92 TW 251.48 TW201.6%1.6%2.8%246.88 TC246.38 FS2.0%4.5%GRADING & DRAINAGE NOTESINSTALL STAIRS AND RISERS PER CBC 1011.5. ENSURE RISERS HEIGHTS DO NOTEXCEED 7.5" AND 12" MINIMUM TREAD DEPTH. STRIPE STAIRS PER CBC 1115A.5.SEE LANDSCAPE PLANS LC SERIES FOR HANDRAILS.INSTALL ADA RAMP PER 2022 CBC 11B-405 AND PER LANDSCAPE DETAIL ONSHEET LC513. SEE LANDSCAPE PLANS SHEET LC504 FOR HANDRAILS. RAMPSLOPE SHALL NOT EXCEED 8.33%.INSTALL ADA LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTIONCONSTRUCT 18" WIDE CONCRETE CHANNEL PER DETAIL D ON CONSTRUCTIONNOTES SHEET CC501.ADJUST EXISTING UTILITY VAULT LID TO MATCH FINISH SURFACE OR FINISHEDGRADE. CONTRACTOR TO VERIFY LID IS ADA COMPLIANT.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE CM CURB RAMPDETAIL A88B ON SHEET CC506 AND PER DETAIL G ON SHEET CC502.CONSTRUCT CMU RETAINING WALL OR APPROVED EQUAL. SEE GRADING ANDDRAINAGE PLAN FOR SPOT ELEVATIONS. SEE SHEET CG105 FOR WALL PROFILESAND STRUCTURAL SHEET S-311 FOR CONCRETE RETAINING WALL DETAIL 22.INSTALL AIR VOL BLOCK ALLEN BLOCK WALL, OR APPROVED EQUAL, PERMANUFACTURER'S STANDARDS. SEE LANDSCAPING SHEETS FOR DETAIL, BLOCKTYPE, AND PATTERN.INSTALL CONCRETE CAST IN PLACE (CIP) WALL PER LANDSCAPE PLANS. SEELANDSCAPING SHEETS FOR DETAIL, BLOCK TYPE, AND PATTERN.CONNECT 8" HDPE STORM DRAIN LATERAL TO EX STORM DRAIN MANHOLE PERCITY OF SLO STANDARD DETAILS 3540.INSTALL 12" TO 8" REDUCERINSTALL 6" NDS MODEL 90 (OR APPROVED EQUAL) ATRIUM GRATE INLANDSCAPED AREAS PER DETAIL F ON SHEET CC501.INSTALL NDS MODEL SLIM CHANNEL DRAIN WITH ACCESSIBLE METAL GRATEFLUSH WITH HARDSCAPE FINISH SURFACE PER MANUFACTURERS SPECIFICATIONS.INSTALL 12" X 12" MIDSTATE CONCRETE SD CATCH BASIN, OR APPROVED EQUALWITH ACCESSIBLE GRATE.INSTALL 18" X 18" MIDSTATE CONCRETE SD CATCH BASIN, OR APPROVED EQUALWITH ACCESSIBLE GRATE.INSTALL 24" X 24" MIDSTATE CONCRETE SD CATCH BASIN, OR APPROVED EQUALWITH ACCESSIBLE GRATE. ALL CATCH BASINS LOCATED IN PLAY SURFACINGAREAS SHALL BE SET BELOW THE PLAY SURFACING PER DETAIL 7 ON SHEET LC503.INSTALL 36"X36" MID STATE BOX OR APPROVED EQUAL WITH FLOGARD MODELFGP-36F OR APPROVED EQUAL PER DETAILS ON SHEET CC505.INSTALL RIP RAP ENERGY DISSIPATER PER DETAIL C ON CONSTRUCTION NOTESSHEET CC501.INSTALL PRECAST STORM DRAIN MANHOLE PER CITY OF SLO STANDARD DETAILS3530 AND 6040.INSTALL 6" HDPE SD PIPE AT 0.005 MIN SLOPE.INSTALL 8" HDPE SD PIPE AT 0.005 MIN SLOPE.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 1 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 1 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 2 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 2 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 3 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 3 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 4 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 4 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 5 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 5 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 6 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 6 ON SHEET CC505.INSTALL MIDSTATE PRECAST CONCRETE SPLASH BLOCK AT ALLROOOFDRAIN/DOWNSPOUT LOCAITONS THAT DISCHARGE TO LANDSCAPEDAREA.INSTALL CIP WING WALL AND DESIGN PER STRUCTURAL SHEET S-331, DETAIL 13.INSTALL HI-VIS CROSSWALK PER CITY OF SLO STANDARD 7350 AND CONSTRUCTAS A RAISED CROSSWALK PER CITY OF SLO STANDARD 7325.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE A CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL A ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE F CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL B ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE A CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL C ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE F CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL D ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE A CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL E ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE C CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL F ON SHEET CC502.INSTALL CURB CUT INLET FOR SLOPE SIDED BIORETENTION SWALE PER CENTRALCOAST LIDI INITIATIVE STANDARD PLAN NO. SW-18 AS SHOWN ON SHEET CC501.INSTALL BRIDGE ABUTMENTS PER STRUCTURAL SHEET S221 AND PER DETAILS ONSHEETS S331& S332.INSTALL EARTHEN SWALE PER DETAIL G ON CONSTRUCTION NOTES SHEET CC501.INSTALL STORM DRAIN CLEANOUT PER CALTRANS STANDARD PLAN P52 , TYPE 2CLEANOUT.INSTALL CONCRETE COURT WALL PER LANDSCAPE PLANS. SEE LANDSCAPINGSHEETS FOR DETAIL, BLOCK TYPE, AND PATTERN.INSTALL CONCRETE PLAY WALL PER LANDSCAPE PLANS. SEE LANDSCAPINGSHEETS FOR DETAIL, BLOCK TYPE, AND PATTERN.123456789101112131415161718192021222324252627282930313233343536373839404142NOTES1.THE INSTALLATION OF ALL UTILITIES SHALL REFERENCETHE CITY OF SAN LUIS OBISPO ENGINEERINGSTANDARDS.2.CONTRACTOR SHALL PROVIDE ALL FITTINGS ANDAPPURTENANCES REQUIRED TO CONSTRUCT UTILITIESAS SHOWN ON SHEETS INCLUDED IN THESE PLANS.3.THE SOILS REPORT, IN ITS ENTIRETY SHALL BECONSIDERED A PART OF THESE PLANS.4.NO CONSTRUCTED SLOPE SHALL EXCEED A 2:1 SLOPE.5.FOR ALL DOWN SPOUTS NOT ADJACENT TOSIDEWALK/HARDSCAPE, CONTRACTOR IS TO ADD AMIDSTATE SPLASH BLOCK (USE 30" MODEL PRECAST ORAPPROVED EQUAL) AND FLOW TO NEAREST LOCALAREA DRAIN ENSURE LANDSCAPE GRADES ADJACENTTO FF ARE A MINIMUM 8" BELOW THE FINSIH FLOORAND SLOPE AWAY FROM THE FOUNDATIONTOWARDS AREA DRAINS.6.SEE SITE PLAN IMPROVEMENT SERIES CS101 TO CS104FOR MORE SITE INFORMATION.7.SEE LANDSCAPE PLANS FOR WALKWAY CONNECTIONTO PUBLIC SIDEWALKS.8.ALL ELECTRICAL, TELECOMMUNICATION, & OTHERUTILITIES SHALL BE INSTALLED UNDERGROUND IN ANAPPROVED METHOD OF CONSTRUCTION. INSTALL PERCITY OF SLO TRENCHING DETAIL 6030.9.THIS PROJECT IS PART OF A COMMON PLANDEVELOPMENT AND WILL MEET TRACT 3063 PCRREQUIREMENT NO. 1 THROUGH THE USE OF DIRECTIONROOF RUN OFF TO VEGETATED AREAS.10.IN LOCATIONS WHERE POST-TENSION SLAB EXISTS, THETW ELEVATIONS CALLED OUT ARE TO BE THE TOP OFTHE POST-TENSION SLAB ELEVATION.NOPA R KI N G NOPA R KI N G NOPARKING NOPARKINGNOPARKINGNOPARKING +0.00' +3.50' +0.00'+1.00'+2.00'+3.00'+3.50' +3.00' +3.00' +3.00'+3.00'+0.00' EV EVEVEVEV 3 21 EV CHARGINGEVEV (FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV) (FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV) PUE PUE PUE PUESTOP GBGBGBGBGB GBGBGB GB GB GBGB GB GBGB GB GBGBGB GB GB GB GB GB GBGB GB GB GB GB GB GB GB GBGB GB GBGB GB GB GBGB GBGBGBGBGB GB GB GB GB GBGB GB GB GB GBGB GB GB GB GB GB GBGB GB GB GB GBGB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GBGB GB GB TIBURON WAYTIBURON WAY TIBURON WAY RANCH HOUSE ROAD SD SD SD WWWWW RW RW W W CTV S S D CTVEB IB IBIBIB IBIB DEB DIBIB EB S S POST T EN S IO N S LA B - SEE P T SH EE T S POST T EN S IO N S LA B - SEE P T SH EE T S POST TE N SI ON SL A B - SEE P T S H EE T S POST T EN S IO N S LA B - SEE PT SH E ET SPOST TE NS I ON SL AB -SEE PT S HE E TS POST T EN S IO N S LA B - SEE P T S H EE T S SEE BP 4 .0 FO R G RA D ING IN THE B IK E P AR K A R EA N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CG10X_GRADING & DRAINAGE.dwg, CG101, Apr 03, 2025 12:04pm, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRCGRADING AND DRAINAGE PLANMATCH LINE SEE CG102CG101ESTIMATE EARTHWORK QUANTITIESAREA OF DISTURBANCE:360,960SFRAW CUT:5,881CU YDRAW FILL:13,406CU YDADJUSTED FILL(ASSUMED 20% SHRINKAGE):16,087CU YDNET QUANTITY:10,206CU YD <IMPORT>PRELIMINARY ESTIMATED QUANTITY ESTIMATES ON THESE PLANS ARE TO BE USED FOR PERMIT PURPOSES ONLY. IT IS THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY ACTUAL QUANTITIES FOR THE PURPOSE OF CONSTRUCTION.THE ASSUMED SHRINKAGE FACTOR IS SUBJECT TO CHANGE BASED ON ACTUAL FIELD CONDITIONS AND THE FINALRECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.THE APPROXIMATE RAW EARTHWORK QUANTITIES SHOWN HEREON REPRESENT THE ESTIMATED VOLUMETRIC DIFFERENCEBETWEEN THE PROPOSED ROUGH GRADE AND THE LIMITED TOPOGRAPHIC EXISTING GRADES. THESE ESTIMATES DONOT MAKE CONSIDERATIONS FOR LOSSES OR BULKING DUE TO: SHRINKAGE, SOIL AMENDMENTS, STABILIZATION,CONSTRUCTION TECHNIQUE, FOOTING & TRENCHING SPOILS, ETC. THESE CONSIDERATIONS, IN ADDITION TO ACTUALFIELD CONDITIONS AND THE FINAL RECOMMENDATIONS OF THE SOILS ENGINEER MAY SIGNIFICANTLY EFFECT THE FINALIMPORT/EXPORT QUANTITIES. CONTRACTOR IS ALSO RESPONSIBLE FOR ADJUSTMENTS TO SLOPE HINGE POINTS INORDER TO PROVIDE GRADED PAD AREA AND ADJACENT TO PATHS, WALKWAYS, AND ROADS FOR UTILITY BOXES,TRANSFORMERS, ETC. AND ABOVE GROUND UTILITY INFRASTRUCTURE.1"=400'KEYMAP*HATCHED AREA REPRESENTSCURRENT SHEET0feet401"=20' 2060 >>>>>>>>>> >>>>>2PUEGBGB GB GBGBGB GBGB GB GB GBGB GB GB GBGB GB GB GBGBGBGB GB GB GBGBGB GB GB GB GB GB GB GBGB TIBURON WAYRANCH HOUSE ROAD240240238238 2392 3 9 240236 237 238 239 241242243235231232233234236FF=240.801.5%1.8%0.8%0.8%2.0%1.7%5.7%4.9%4. 9 %4.9%4.9%28.1%SS SD SD SD WSDSDSDSDSDSDSDSDSS SS SSW W W0.8%0.8%0.8%0.8%0.8%0.8%0.8%0.8%0.0%0.8 %SSW W W W W W WSSSSSSSSRWJTRWRWRWRWRWRWRWWRWSSSSWSDSDSDSDSDCTVSSIBIBIBIBIBIBD1.4%0.0%0.0%0.0%0.0%0.0%0.0%0.0%234.00 TG233.00 INV231.83 INV/OUT238.75 TG237.75 INV236.75 INV/OUT233.00INV/OUT240.65 TG238.43 INV237.62INV/OUT239.96 TG238.27 INV241.16 TG238.62 INV241.16 TG238.60 INV1.9%2. 0 %1.8%1.6%1.1%240237238239240.54 TW240.25 TW238.97 TW238.66 TW238.66 TW238.28 FS238.78 TW236.50 FG236.99 TW237.68 TW236.20 TW234.70 TW235.90 TW238.85 TW238.95 TW238.95TW238.85 TW238.65 TW234.77 TW237.57 TW234.05 TW238.25 TW233.93 TW234.00 TW232.51 TW237.10 TW232.40 TW236.90 TW237.41 TW241.00 TW240.51 TW238.02 TW238.23 TW2013181818171711124252828419994141414141424242424242424242424242424242424242424242991313201652121237.2FG241.14FS241.13FS240.67FS240.60 FS237.93 INV240.67FS240.91FS240.90FS240.90FS241.59FS241.93FS242.10FS242.10FS242.10FS241.83FS241.59FS241.59FS241.85FS240.70FS239.81FS240.47FS240.62FS240.77FS238.90FS238.11FS237.96FS238.75FS240.50FS238.66FS/GB236.84FS234.78FS234.54FS/GB236.00FS/GB234.35FS/GB237.84FS/GB237.81FS237.55FS239.04FS240.59 TC240.09 FS240.18 TC239.68 FS239.15 TC238.65 FS239.84FS237.42FS238.0FG237.22FS237.20FS237.00FS234.38FS236.59FS238.39FS239.99 FSMATCH EX239.70 FSMATCH EX238.53FS236.63FS238.27FS236.34FS237.18FS236.39FS236.15FS237.75FS237.16FS237.09FS237.30FS237.34FS240.80FS240.80FS242.25FS242.25FS232.5FG232.5FG230.11 TG228.44 INV240.65 FS237.97 INV241.20 FS238.34 INV238.91FS238.81FS239.24FS239.37FS238.08FS238.03FS237.93FS237.98FS237.89FS237.94FS239.70FS239.86FS238.98FS238.91FS238.87FS238.92FS243.98FS239.80FS240.67FS240.70FS240.86FS240.71FS238.6FG241.89FS237.9FG241.89FS238.3FG242.10FS242.0FG242.0FG242.3FG242.0FG243.6FG242.7FG241.9FG241.4FG240.7FG239.9FG239.85FS240.67FS240.67FS238.7FG241.25FS241.25FS241.14FS239.1FG240.7FG240.89FS239.8FG239.75FS240.25FS238.10FS240.00FS237.97FS237.97FS236.99FS236.68FS236.20FS234.70FS238.02FS238.23FS238.97FS240.70FS235.07FS234.79FS235.89FS234.77FS238.11FS238.07FS236.70FS236.44FS236.53FS234.42FS236.17FS238.04FS234.64FS234.65FS/GB234.04FS/GB232.54FS233.93FS232.59FS233.98FS238.96FS237.57FS232.65FS237.01FS/GB232.45FS/GB237.10FS232.53FS232.51FS232.51FS232.39FS232.00FS236.87FS237.41FS237.39FS237.65FS237.09FS241.23FS20231.99FS232.15 TG230.48 INV234.67 TG233.00 INV238.46FS238.66FS238.55FS238.24FS238.66FS238.46FS240.54FS16162121238.68FS237.53FS238.20FS238.45FS238.36FS234.29FS238.06FS238.01FS234.03FS3838991 RISERSTEP HT = 4.08"4 RISER(S)STEP HT = 5.70"4 RISER(S)STEP HT = 5.79"240.1FG240.2FG236.0FG239.8FG240.10 TW239.80 TW240.0FG236.4FG235.6FG239.8FG239.80 TW240.00 TW239.8FG242.0FG241.9FG242.00 TW244.02FS242.10TW242.10TW242.10TW243.70TW242.80TW242.00TW240.90TW241.50TW240.67TW241.90TW242.40TW241.75TW241.64TW241.60TW241.60TW241.39TW134.5%4.9%4.3%1.2%POST TENSION SLAB -SEE PT SHEETSPOST TENSION SLAB -SEE PT SHEETS23524024523623723823924124224324424023823924 0 240240245 237238239241241241242242242243244246 24023924124224323823523523623623723723823 9 229232230230235226227 228 22923123223323423 6 237 235233234236237235 234 2362252252302302352 3 5 226226227227228228228229229229231231232 23223 3 2332342 3 4 236236235240245 231231232232233234236237238239241242243244246 2352 3 1232233234236237 235240234236237238239240.00 TW235233234 236237234.60SS INV234.43SS INV236.44SS INV237.62SS INV241.60TW240.67TW241.60TW4.9%4.4%4.4%0.6%1.4%0.9%0.6%1.2%1.9%1.6%2.7%2.6%3.2%4.0%3.7%2.9%2.0%237.00 FS237.50 TW235.00 FG238.98 FS239.48 TW237.25 FG240.10 FS240.60 TW237.40 FG240.54 FS241.04 TW238.90 FG236.70 FS237.20 TW234.50 FG235.10 FS235.60 TW233.25 FG234.78 FS235.28 TW232.75 FG1.8%2.0%232.80 FS233.30 TW230.50 FG232.40 FS232.90 TW229.70 FG232.03 FS232.53 TW228.30 FG240.10FS238.20 TW232.78FS49. 2 % 4 9 . 3%9999240.69FS9942410.5%13239.34FS239.3FG239.92FS239.92 TW238.2FG238.48FS238.50 TW238.44FS239.3FG239.4FG239.98FS41241.26FS242.40TW241.79FS241.81TW241.81FS241.17TW241.17 FS238.31 INV241.56FS40PROVIDED BASIN AREA: 1891.1 SFREQUIRED BASIN AREA: 1652.8 SFPROVIDED BASIN AREA: 987.44 SFREQUIRED BASIN AREA: 971.19 SFGRADING & DRAINAGE NOTESINSTALL STAIRS AND RISERS PER CBC 1011.5. ENSURE RISERS HEIGHTS DO NOTEXCEED 7.5" AND 12" MINIMUM TREAD DEPTH. STRIPE STAIRS PER CBC 1115A.5.SEE LANDSCAPE PLANS LC SERIES FOR HANDRAILS.INSTALL ADA RAMP PER 2022 CBC 11B-405 AND PER LANDSCAPE DETAIL ONSHEET LC513. SEE LANDSCAPE PLANS SHEET LC504 FOR HANDRAILS. RAMPSLOPE SHALL NOT EXCEED 8.33%.INSTALL ADA LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTIONCONSTRUCT 18" WIDE CONCRETE CHANNEL PER DETAIL D ON CONSTRUCTIONNOTES SHEET CC501.ADJUST EXISTING UTILITY VAULT LID TO MATCH FINISH SURFACE OR FINISHEDGRADE. CONTRACTOR TO VERIFY LID IS ADA COMPLIANT.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE CM CURB RAMPDETAIL A88B ON SHEET CC506 AND PER DETAIL G ON SHEET CC502.CONSTRUCT CMU RETAINING WALL OR APPROVED EQUAL. SEE GRADING ANDDRAINAGE PLAN FOR SPOT ELEVATIONS. SEE SHEET CG105 FOR WALL PROFILESAND STRUCTURAL SHEET S-311 FOR CONCRETE RETAINING WALL DETAIL 22.INSTALL AIR VOL BLOCK ALLEN BLOCK WALL, OR APPROVED EQUAL, PERMANUFACTURER'S STANDARDS. SEE LANDSCAPING SHEETS FOR DETAIL, BLOCKTYPE, AND PATTERN.INSTALL CONCRETE CAST IN PLACE (CIP) WALL PER LANDSCAPE PLANS. SEELANDSCAPING SHEETS FOR DETAIL, BLOCK TYPE, AND PATTERN.CONNECT 8" HDPE STORM DRAIN LATERAL TO EX STORM DRAIN MANHOLE PERCITY OF SLO STANDARD DETAILS 3540.INSTALL 12" TO 8" REDUCERINSTALL 6" NDS MODEL 90 (OR APPROVED EQUAL) ATRIUM GRATE INLANDSCAPED AREAS PER DETAIL F ON SHEET CC501.INSTALL NDS MODEL SLIM CHANNEL DRAIN WITH ACCESSIBLE METAL GRATEFLUSH WITH HARDSCAPE FINISH SURFACE PER MANUFACTURERS SPECIFICATIONS.INSTALL 12" X 12" MIDSTATE CONCRETE SD CATCH BASIN, OR APPROVED EQUALWITH ACCESSIBLE GRATE.INSTALL 18" X 18" MIDSTATE CONCRETE SD CATCH BASIN, OR APPROVED EQUALWITH ACCESSIBLE GRATE.INSTALL 24" X 24" MIDSTATE CONCRETE SD CATCH BASIN, OR APPROVED EQUALWITH ACCESSIBLE GRATE. ALL CATCH BASINS LOCATED IN PLAY SURFACINGAREAS SHALL BE SET BELOW THE PLAY SURFACING PER DETAIL 7 ON SHEET LC503.INSTALL 36"X36" MID STATE BOX OR APPROVED EQUAL WITH FLOGARD MODELFGP-36F OR APPROVED EQUAL PER DETAILS ON SHEET CC505.INSTALL RIP RAP ENERGY DISSIPATER PER DETAIL C ON CONSTRUCTION NOTESSHEET CC501.INSTALL PRECAST STORM DRAIN MANHOLE PER CITY OF SLO STANDARD DETAILS3530 AND 6040.INSTALL 6" HDPE SD PIPE AT 0.005 MIN SLOPE.INSTALL 8" HDPE SD PIPE AT 0.005 MIN SLOPE.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 1 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 1 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 2 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 2 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 3 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 3 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 4 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 4 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 5 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 5 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 6 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 6 ON SHEET CC505.INSTALL MIDSTATE PRECAST CONCRETE SPLASH BLOCK AT ALLROOOFDRAIN/DOWNSPOUT LOCAITONS THAT DISCHARGE TO LANDSCAPEDAREA.INSTALL CIP WING WALL AND DESIGN PER STRUCTURAL SHEET S-331, DETAIL 13.INSTALL HI-VIS CROSSWALK PER CITY OF SLO STANDARD 7350 AND CONSTRUCTAS A RAISED CROSSWALK PER CITY OF SLO STANDARD 7325.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE A CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL A ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE F CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL B ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE A CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL C ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE F CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL D ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE A CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL E ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE C CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL F ON SHEET CC502.INSTALL CURB CUT INLET FOR SLOPE SIDED BIORETENTION SWALE PER CENTRALCOAST LIDI INITIATIVE STANDARD PLAN NO. SW-18 AS SHOWN ON SHEET CC501.INSTALL BRIDGE ABUTMENTS PER STRUCTURAL SHEET S221 AND PER DETAILS ONSHEETS S331& S332.INSTALL EARTHEN SWALE PER DETAIL G ON CONSTRUCTION NOTES SHEET CC501.INSTALL STORM DRAIN CLEANOUT PER CALTRANS STANDARD PLAN P52 , TYPE 2CLEANOUT.INSTALL CONCRETE COURT WALL PER LANDSCAPE PLANS. SEE LANDSCAPINGSHEETS FOR DETAIL, BLOCK TYPE, AND PATTERN.INSTALL CONCRETE PLAY WALL PER LANDSCAPE PLANS. SEE LANDSCAPINGSHEETS FOR DETAIL, BLOCK TYPE, AND PATTERN.123456789101112131415161718192021222324252627282930313233343536373839404142NOTES1.THE INSTALLATION OF ALL UTILITIES SHALL REFERENCE THE CITY OF SAN LUIS OBISPO ENGINEERINGSTANDARDS.2.CONTRACTOR SHALL PROVIDE ALL FITTINGS AND APPURTENANCES REQUIRED TO CONSTRUCT UTILITIESAS SHOWN ON SHEETS INCLUDED IN THESE PLANS.3.THE SOILS REPORT, IN ITS ENTIRETY SHALL BE CONSIDERED A PART OF THESE PLANS.4.NO CONSTRUCTED SLOPE SHALL EXCEED A 2:1 SLOPE.5.FOR ALL DOWN SPOUTS NOT ADJACENT TO SIDEWALK/HARDSCAPE, CONTRACTOR IS TO ADD AMIDSTATE SPLASH BLOCK (USE 30" MODEL PRECAST OR APPROVED EQUAL) AND FLOW TO NEARESTLOCAL AREA DRAIN ENSURE LANDSCAPE GRADES ADJACENT TO FF ARE A MINIMUM 8" BELOW THEFINSIH FLOOR AND SLOPE AWAY FROM THE FOUNDATION TOWARDS AREA DRAINS.6.SEE SITE PLAN IMPROVEMENT SERIES CS101 TO CS104 FOR MORE SITE INFORMATION.7.SEE LANDSCAPE PLANS FOR WALKWAY CONNECTION TO PUBLIC SIDEWALKS.8.ALL ELECTRICAL, TELECOMMUNICATION, & OTHER UTILITIES SHALL BE INSTALLED UNDERGROUND IN ANAPPROVED METHOD OF CONSTRUCTION. INSTALL PER CITY OF SLO TRENCHING DETAIL 6030.9.THIS PROJECT IS PART OF A COMMON PLAN DEVELOPMENT AND WILL MEET TRACT 3063 PCRREQUIREMENT NO. 1 THROUGH THE USE OF DIRECTION ROOF RUN OFF TO VEGETATED AREAS.10.IN LOCATIONS WHERE POST-TENSION SLAB EXISTS, THE TW ELEVATIONS CALLED OUT ARE TO BE THE TOPOF THE POST-TENSION SLAB ELEVATION.NOPA R KI N G NOPA R KI N G NOPARKING EV CHARGING EV CHARGING EV CHARGINGEV CHARGINGEVNOPARKING EV CHARGINGEV CHARGIN GNOPARKINGNOPARKINGEV EV EV +0.00' +3.50' +0.00'+1.00'+2.00'+3.00'+3.50' +3.00' +3.00' +3.00'+3.00'+0.00' EV EVEVEVEV 3 21 EV CHARGINGEVEV (FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV) (FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV) PUE PUE PUE PUESTOP GBGBGBGBGB GBGBGB GB GB GBGB GB GBGB GB GBGBGB GB GB GB GB GB GBGB GB GB GB GB GB GB GB GBGB GB GBGB GB GB GBGB GBGBGBGBGB GB GB GB GB GBGB GB GB GB GBGB GB GB GB GB GB GBGB GB GB GB GBGB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GBGB TIBURON WAYTIBURON WAY TIBURON WAY RANCH HOUSE ROAD SD SD SD WWWWW RW RW W W CTV S S D CTVEB IB IBIBIB IBIB DEB DIBIB EB S S POST T EN S IO N S LA B - SEE P T SH EE T S POST T EN S IO N S LA B - SEE P T SH EE T S POST TE N SI ON SL A B - SEE P T S H EE T S POST T EN S IO N S LA B - SEE PT SH E ET SPOST TE NS I ON SL AB -SEE PT S HE E TS POST T EN S IO N S LA B - SEE P T S H EE T S SEE BP 4 .0 FO R G RA D ING IN THE B IK E P AR K A R EA N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CG10X_GRADING & DRAINAGE.dwg, CG102, Apr 01, 2025 2:34pm, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRCGRADING AND DRAINAGE PLANMATCH LINE SEE CG103MATCH LINE SEE CG101CG102SEE SHEET CC503 FORROUNDABOUT DESIGN1"=400'KEYMAP*HATCHED AREA REPRESENTSCURRENT SHEET0feet401"=20' 2060 >>NOPARKINGNOPARKINGEVEVEVEVEV31EV CHARGINGEVEV(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)PUEPUE GBGBGBGBGBGB GBGBGBGB GBGBGBGBGB GB TIBURON WAY 2 3 5 2 3 4 2 3 6 2 3 7 2 3 8 226227228229225230 226227 228 229 231 232233235231 232 233 234 236237236 237 238 1.4%SSSSSS SS SS SSSD SDSDSDSDSDSDSD SD SDSDSD SDSDSDSDSDSD SD SD SD SD SD SDSDSD0.0%1.5%1.5%WW W W W W W WSDSDSDSDSDSDSDRWRWRWRWRWRWRWSSSSSSSSSSSSSS WSDDCTVEBEBD1.6%227.25 TG226.50 INV224.58 INV/OUT238.08 TG234.79 INV235.18 FG231.17 INV226.25INV/OUT225.35INV/OUT233.20 TG227.96 INV233.30 FG227.51 INV230.37 FG226.44 INV230.34 TG226.43 INV230.34 TG225.83 INV230.34 TG225.93 INV230.34 TG226.03 INV230.34 TG226.13 INV230.34 TG226.23 INV230.34 TG226.33 INV230.34 TG226.73 INV230.34 TG227.03 INV230.34 TG227.33 INV230.34 TG227.63 INV230.34 TG227.93 INV230.34 TG228.23 INV230.34 TG228.53 INV230.33 TG225.73 INV230.19 TG225.63 INV230.61 TG228.80 INV230.91 TG229.10 INV231.21 TG229.40 INV231.51 TG229.70 INV231.81 TG230.00 INV232.11 TG230.30 INV232.41 TG230.60 INV232.71 TG230.90 INV21202021211818181732691212121212121212121212121212121212121212121212121212921213644233.1FG233.1FG230.7FG230.7FG230.1FG230.3FG225.2FG238.17FS238.43 TC237.93 FS237.09 TC236.59 FS235.15 TC234.65 FL234.90 TC234.40 FL232.51 TC232.51 FL234.61 TC234.11 FL234.95 TC234.45 FL237.32 TC236.82 FS237.49FS236.49FS234.44FS232.95FS238.23FS229.78FS229.23FS225.73FS225.61FS224.74FS227.48FS227.51FS224.99FS229.34FS229.37FS237.63FS236.55 TC236.05 FS225.59FS225.43FS235.02 TC234.52 FS234.90 TC234.40 FS237.48 TC236.98 FS237.29 TC236.79 FS237.84 TC237.34 FS238.50 TC238.00 FS234.96 TC234.46 FS234.63 TC234.13 FS234.90 TC234.40 FS235.18 TC234.68 FS234.91 TC234.41 FS235.16 TC234.66 FS231.12FS233.12FS233.35 TC232.85 FS233.65 TC233.15 FS233.26 TC232.76 FL232.96 TC232.46 FL230.36FS230.25FS231.22FS233.32FS234.90FS236.65FS238.18FS237.20FS225.37FS225.48FS225.40FS37231.30FS4 RISERSSTEP HT = 5.45"1409923523 6 EX SDMHRIM = 230.23218.91 INV222.98 INVSDMHRIM = 231.33224.01 INV223.91 INV/OUT231.33MATCH EX FG2.1%2.0%2.0%1.8%4.8%4.6%4.4%4.8%1.3%1.4%0. 6%2.4%2.1%2.3%2.3%2.1%2.6%3.1%2.6%2.7%1.7%40192.2% 5 . 0% 1. 8 %235.15FS233.68FS2.0%0.5%2.6%3.9%5.4%232.85FS232.76FS232.95FS232.84FS232.93FS231.12FS231.19FS18.9%32.2%35.2%29.2%33.3%7.5%229.99FS238.79FS229.37FS229.34FS229.00MATCH EX FG229.00MATCH EX FG223.61MATCH EX FG228.64FS228.70FS226.67FS226.70FS229.08FS229.02FS229.18FS229.13FS232.25FS232.27FS10229.28MATCH EX FS229.18MATCH EX FS33.0%29232.93 TC232.93 FLINSTALL SIDEWALK UNDERDRAIN OF ALHAMBREA RECTANGULARCAST IRON PIPE, ALHAMBRA A-470 (OR APPROVED EQUAL) AT 1.0% SLOPE MINIMUM .233.20FS232.96FS232.73INV233.26FS229.33 TW229.24 TW229.14 TW228.70 TW227.72MATCH EX FS226.70 TW226.00MATCH EX FS225.00 TW225.00FS229.34FS228.21MATCH EX FG229.33FS228.54MATCH EX FG229.01EX FS229.60FS0.5%229.36 TW229.33 TW229.32 TW229.15 TW229.72FSPROVIDED BASIN AREA: 469.84 SF999999999GRADING & DRAINAGE NOTESINSTALL STAIRS AND RISERS PER CBC 1011.5. ENSURE RISERS HEIGHTS DO NOTEXCEED 7.5" AND 12" MINIMUM TREAD DEPTH. STRIPE STAIRS PER CBC 1115A.5.SEE LANDSCAPE PLANS LC SERIES FOR HANDRAILS.INSTALL ADA RAMP PER 2022 CBC 11B-405 AND PER LANDSCAPE DETAIL ONSHEET LC513. SEE LANDSCAPE PLANS SHEET LC504 FOR HANDRAILS. RAMPSLOPE SHALL NOT EXCEED 8.33%.INSTALL ADA LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTIONCONSTRUCT 18" WIDE CONCRETE CHANNEL PER DETAIL D ON CONSTRUCTIONNOTES SHEET CC501.ADJUST EXISTING UTILITY VAULT LID TO MATCH FINISH SURFACE OR FINISHEDGRADE. CONTRACTOR TO VERIFY LID IS ADA COMPLIANT.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE CM CURB RAMPDETAIL A88B ON SHEET CC506 AND PER DETAIL G ON SHEET CC502.CONSTRUCT CMU RETAINING WALL OR APPROVED EQUAL. SEE GRADING ANDDRAINAGE PLAN FOR SPOT ELEVATIONS. SEE SHEET CG105 FOR WALL PROFILESAND STRUCTURAL SHEET S-311 FOR CONCRETE RETAINING WALL DETAIL 22.INSTALL AIR VOL BLOCK ALLEN BLOCK WALL, OR APPROVED EQUAL, PERMANUFACTURER'S STANDARDS. SEE LANDSCAPING SHEETS FOR DETAIL, BLOCKTYPE, AND PATTERN.INSTALL CONCRETE CAST IN PLACE (CIP) WALL PER LANDSCAPE PLANS. SEELANDSCAPING SHEETS FOR DETAIL, BLOCK TYPE, AND PATTERN.CONNECT 8" HDPE STORM DRAIN LATERAL TO EX STORM DRAIN MANHOLE PERCITY OF SLO STANDARD DETAILS 3540.INSTALL 12" TO 8" REDUCERINSTALL 6" NDS MODEL 90 (OR APPROVED EQUAL) ATRIUM GRATE INLANDSCAPED AREAS PER DETAIL F ON SHEET CC501.INSTALL NDS MODEL SLIM CHANNEL DRAIN WITH ACCESSIBLE METAL GRATEFLUSH WITH HARDSCAPE FINISH SURFACE PER MANUFACTURERS SPECIFICATIONS.INSTALL 12" X 12" MIDSTATE CONCRETE SD CATCH BASIN, OR APPROVED EQUALWITH ACCESSIBLE GRATE.INSTALL 18" X 18" MIDSTATE CONCRETE SD CATCH BASIN, OR APPROVED EQUALWITH ACCESSIBLE GRATE.INSTALL 24" X 24" MIDSTATE CONCRETE SD CATCH BASIN, OR APPROVED EQUALWITH ACCESSIBLE GRATE. ALL CATCH BASINS LOCATED IN PLAY SURFACINGAREAS SHALL BE SET BELOW THE PLAY SURFACING PER DETAIL 7 ON SHEET LC503.INSTALL 36"X36" MID STATE BOX OR APPROVED EQUAL WITH FLOGARD MODELFGP-36F OR APPROVED EQUAL PER DETAILS ON SHEET CC505.INSTALL RIP RAP ENERGY DISSIPATER PER DETAIL C ON CONSTRUCTION NOTESSHEET CC501.INSTALL PRECAST STORM DRAIN MANHOLE PER CITY OF SLO STANDARD DETAILS3530 AND 6040.INSTALL 6" HDPE SD PIPE AT 0.005 MIN SLOPE.INSTALL 8" HDPE SD PIPE AT 0.005 MIN SLOPE.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 1 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 1 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 2 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 2 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 3 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 3 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 4 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 4 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 5 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 5 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 6 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 6 ON SHEET CC505.INSTALL MIDSTATE PRECAST CONCRETE SPLASH BLOCK AT ALLROOOFDRAIN/DOWNSPOUT LOCAITONS THAT DISCHARGE TO LANDSCAPEDAREA.INSTALL CIP WING WALL AND DESIGN PER STRUCTURAL SHEET S-331, DETAIL 13.INSTALL HI-VIS CROSSWALK PER CITY OF SLO STANDARD 7350 AND CONSTRUCTAS A RAISED CROSSWALK PER CITY OF SLO STANDARD 7325.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE A CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL A ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE F CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL B ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE A CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL C ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE F CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL D ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE A CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL E ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE C CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL F ON SHEET CC502.INSTALL CURB CUT INLET FOR SLOPE SIDED BIORETENTION SWALE PER CENTRALCOAST LIDI INITIATIVE STANDARD PLAN NO. SW-18 AS SHOWN ON SHEET CC501.INSTALL BRIDGE ABUTMENTS PER STRUCTURAL SHEET S221 AND PER DETAILS ONSHEETS S331& S332.INSTALL EARTHEN SWALE PER DETAIL G ON CONSTRUCTION NOTES SHEET CC501.INSTALL STORM DRAIN CLEANOUT PER CALTRANS STANDARD PLAN P52 , TYPE 2CLEANOUT.INSTALL CONCRETE COURT WALL PER LANDSCAPE PLANS. SEE LANDSCAPINGSHEETS FOR DETAIL, BLOCK TYPE, AND PATTERN.INSTALL CONCRETE PLAY WALL PER LANDSCAPE PLANS. SEE LANDSCAPINGSHEETS FOR DETAIL, BLOCK TYPE, AND PATTERN.123456789101112131415161718192021222324252627282930313233343536373839404142NOPA R KI N G NOPA R KI N G NOPARKING EV CHARGING EV CHARGING EV CHARGINGEV CHARGINGEVNOPARKING EV CHARGINGEV CHARGIN GNOPARKINGNOPARKINGEV EV EV +0.00' +3.50' +0.00'+1.00'+2.00'+3.00'+3.50' +3.00' +3.00' +3.00'+3.00'+0.00' EV EVEVEVEV 3 21 EV CHARGINGEVEV (FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV) (FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV) PUE PUE PUE PUESTOP GBGBGBGBGB GBGBGB GB GB GBGB GB GBGB GB GBGBGB GB GB GB GB GB GBGB GB GB GB GB GB GB GB GBGB GB GBGB GB GB GBGB GBGBGBGBGB GB GB GB GB GBGB GB GB GB GBGB GB GB GB GB GB GBGB GB GB GB GBGB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GBGB TIBURON WAYTIBURON WAY TIBURON WAY RANCH HOUSE ROAD SD SD SD WWWWW RW RW W W CTV S S D CTVEB IB IBIBIB IBIB DEB DIBIB EB S S POST T EN S IO N S LA B - SEE P T SH EE T S POST T EN S IO N S LA B - SEE P T SH EE T S POST TE N SI ON SL A B - SEE P T S H EE T S POST T EN S IO N S LA B - SEE PT SH E ET SPOST TE NS I ON SL AB -SEE PT S HE E TS POST T EN S IO N S LA B - SEE P T S H EE T S SEE BP 4 .0 FO R G RA D ING IN THE B IK E P AR K A R EA NOTES1.THE INSTALLATION OF ALL UTILITIES SHALL REFERENCE THE CITY OF SAN LUIS OBISPO ENGINEERINGSTANDARDS.2.CONTRACTOR SHALL PROVIDE ALL FITTINGS AND APPURTENANCES REQUIRED TO CONSTRUCT UTILITIESAS SHOWN ON SHEETS INCLUDED IN THESE PLANS.3.THE SOILS REPORT, IN ITS ENTIRETY SHALL BE CONSIDERED A PART OF THESE PLANS.4.NO CONSTRUCTED SLOPE SHALL EXCEED A 2:1 SLOPE.5.FOR ALL DOWN SPOUTS NOT ADJACENT TO SIDEWALK/HARDSCAPE, CONTRACTOR IS TO ADD AMIDSTATE SPLASH BLOCK (USE 30" MODEL PRECAST OR APPROVED EQUAL) AND FLOW TO NEARESTLOCAL AREA DRAIN ENSURE LANDSCAPE GRADES ADJACENT TO FF ARE A MINIMUM 8" BELOW THEFINSIH FLOOR AND SLOPE AWAY FROM THE FOUNDATION TOWARDS AREA DRAINS.6.SEE SITE PLAN IMPROVEMENT SERIES CS101 TO CS104 FOR MORE SITE INFORMATION.7.SEE LANDSCAPE PLANS FOR WALKWAY CONNECTION TO PUBLIC SIDEWALKS.8.ALL ELECTRICAL, TELECOMMUNICATION, & OTHER UTILITIES SHALL BE INSTALLED UNDERGROUND IN ANAPPROVED METHOD OF CONSTRUCTION. INSTALL PER CITY OF SLO TRENCHING DETAIL 6030.9.THIS PROJECT IS PART OF A COMMON PLAN DEVELOPMENT AND WILL MEET TRACT 3063 PCRREQUIREMENT NO. 1 THROUGH THE USE OF DIRECTION ROOF RUN OFF TO VEGETATED AREAS.10.IN LOCATIONS WHERE POST-TENSION SLAB EXISTS, THE TW ELEVATIONS CALLED OUT ARE TO BE THE TOPOF THE POST-TENSION SLAB ELEVATION.0feet401"=20' 2060N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CG10X_GRADING & DRAINAGE.dwg, CG103, Apr 01, 2025 2:38pm, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRCGRADING AND DRAINAGE PLAN MATCH LINE SEE CG104 MATCH LINE SEE CG102CG103SEE SHEET CC503 FORROUNDABOUT DESIGN1"=400'KEYMAP*HATCHED AREA REPRESENTSCURRENT SHEET >>>>>>>>>>>>>>>>>>>>>>>>SDSSSSSS222.85 TG222.35 INV221.18 INV/OUT222.00INV222.80INV/OUT225225222222222223223224 22418181217272020221.8FG221.13 FSMATCH EX221.05 FSMATCH EX224.40FS224.40FS225.15FS225.34FS225.53FS225.54FS224.12FS223.82FS224.31FS227.27FS224.56FS224.30FS222.90FS222.80FS222.76FS224.55FS224.57FS225.23FS225.45FS222.95FS224.30FS225.25FS224.48FS3838225.3FG225.4FG224.4FG224.5FG225.50 TW225.3FG225.2FG225.2FG225.50 TW225.50 TW224.50 TW227.45FS227.45FS221.01 INVINSTALL BIKEPUMP TRACKBY OTHERSINSTALL BIKESKILLS TRACKBY OTHERSSEE BP4.0 FOR GRADINGIN THE BIKE PARK AREA1.9%1.3%1.2%1.7%1.5%2.2%2.0%1.8%1.1%1.2%1.7%1.1%1.3%1.3%1.8%2.6%1.8%4.2%12.9%13.2%21.5%4.2%227.45FS225.45FS221.78FS221.60FS221.81FS221.56FS221.34FS221.36FS222.84FS223.40MATCH EX FG224.30 TW221.33MATCH EX FG222.94 TW220.44MATCH EX FG221.80 TW220.50MATCH EX FG221.59 TW220.82MATCH EX FGPROVIDED BASIN AREA: 1698.95 SFREQUIRED BASIN AREA: 1379.85 SF227.76FS227.83FS227.51FS227.47FS227.43FS227.43FS223.51FS221.72MATCH EX FG223.87FS222.15MATCH EX FG223.87 TW223.51 TW999999GRADING & DRAINAGE NOTESINSTALL STAIRS AND RISERS PER CBC 1011.5. ENSURE RISERS HEIGHTS DO NOTEXCEED 7.5" AND 12" MINIMUM TREAD DEPTH. STRIPE STAIRS PER CBC 1115A.5.SEE LANDSCAPE PLANS LC SERIES FOR HANDRAILS.INSTALL ADA RAMP PER 2022 CBC 11B-405 AND PER LANDSCAPE DETAIL ONSHEET LC513. SEE LANDSCAPE PLANS SHEET LC504 FOR HANDRAILS. RAMPSLOPE SHALL NOT EXCEED 8.33%.INSTALL ADA LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTIONCONSTRUCT 18" WIDE CONCRETE CHANNEL PER DETAIL D ON CONSTRUCTIONNOTES SHEET CC501.ADJUST EXISTING UTILITY VAULT LID TO MATCH FINISH SURFACE OR FINISHEDGRADE. CONTRACTOR TO VERIFY LID IS ADA COMPLIANT.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE CM CURB RAMPDETAIL A88B ON SHEET CC506 AND PER DETAIL G ON SHEET CC502.CONSTRUCT CMU RETAINING WALL OR APPROVED EQUAL. SEE GRADING ANDDRAINAGE PLAN FOR SPOT ELEVATIONS. SEE SHEET CG105 FOR WALL PROFILESAND STRUCTURAL SHEET S-311 FOR CONCRETE RETAINING WALL DETAIL 22.INSTALL AIR VOL BLOCK ALLEN BLOCK WALL, OR APPROVED EQUAL, PERMANUFACTURER'S STANDARDS. SEE LANDSCAPING SHEETS FOR DETAIL, BLOCKTYPE, AND PATTERN.INSTALL CONCRETE CAST IN PLACE (CIP) WALL PER LANDSCAPE PLANS. SEELANDSCAPING SHEETS FOR DETAIL, BLOCK TYPE, AND PATTERN.CONNECT 8" HDPE STORM DRAIN LATERAL TO EX STORM DRAIN MANHOLE PERCITY OF SLO STANDARD DETAILS 3540.INSTALL 12" TO 8" REDUCERINSTALL 6" NDS MODEL 90 (OR APPROVED EQUAL) ATRIUM GRATE INLANDSCAPED AREAS PER DETAIL F ON SHEET CC501.INSTALL NDS MODEL SLIM CHANNEL DRAIN WITH ACCESSIBLE METAL GRATEFLUSH WITH HARDSCAPE FINISH SURFACE PER MANUFACTURERS SPECIFICATIONS.INSTALL 12" X 12" MIDSTATE CONCRETE SD CATCH BASIN, OR APPROVED EQUALWITH ACCESSIBLE GRATE.INSTALL 18" X 18" MIDSTATE CONCRETE SD CATCH BASIN, OR APPROVED EQUALWITH ACCESSIBLE GRATE.INSTALL 24" X 24" MIDSTATE CONCRETE SD CATCH BASIN, OR APPROVED EQUALWITH ACCESSIBLE GRATE. ALL CATCH BASINS LOCATED IN PLAY SURFACINGAREAS SHALL BE SET BELOW THE PLAY SURFACING PER DETAIL 7 ON SHEET LC503.INSTALL 36"X36" MID STATE BOX OR APPROVED EQUAL WITH FLOGARD MODELFGP-36F OR APPROVED EQUAL PER DETAILS ON SHEET CC505.INSTALL RIP RAP ENERGY DISSIPATER PER DETAIL C ON CONSTRUCTION NOTESSHEET CC501.INSTALL PRECAST STORM DRAIN MANHOLE PER CITY OF SLO STANDARD DETAILS3530 AND 6040.INSTALL 6" HDPE SD PIPE AT 0.005 MIN SLOPE.INSTALL 8" HDPE SD PIPE AT 0.005 MIN SLOPE.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 1 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 1 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 2 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 2 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 3 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 3 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 4 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 4 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 5 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 5 ON SHEET CC505.INSTALL BIORETENTION BASIN WITH 36" X 36" MID-STATE CONCRETE OUTLET BOXPER BASIN CROSS SECTION DETAIL 6 ON CONSTRUCTION NOTES SHEET CC504AND PER BASIN OUTLET DETAIL 6 ON SHEET CC505.INSTALL MIDSTATE PRECAST CONCRETE SPLASH BLOCK AT ALLROOOFDRAIN/DOWNSPOUT LOCAITONS THAT DISCHARGE TO LANDSCAPEDAREA.INSTALL CIP WING WALL AND DESIGN PER STRUCTURAL SHEET S-331, DETAIL 13.INSTALL HI-VIS CROSSWALK PER CITY OF SLO STANDARD 7350 AND CONSTRUCTAS A RAISED CROSSWALK PER CITY OF SLO STANDARD 7325.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE A CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL A ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE F CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL B ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE A CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL C ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE F CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL D ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE A CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL E ON SHEET CC502.INSTALL ADA CURB RETURN PER CALTRANS STANDARD CASE C CURB RAMPDETAILS A88A ON SHEET CC506 AND PER DETAIL F ON SHEET CC502.INSTALL CURB CUT INLET FOR SLOPE SIDED BIORETENTION SWALE PER CENTRALCOAST LIDI INITIATIVE STANDARD PLAN NO. SW-18 AS SHOWN ON SHEET CC501.INSTALL BRIDGE ABUTMENTS PER STRUCTURAL SHEET S221 AND PER DETAILS ONSHEETS S331& S332.INSTALL EARTHEN SWALE PER DETAIL G ON CONSTRUCTION NOTES SHEET CC501.INSTALL STORM DRAIN CLEANOUT PER CALTRANS STANDARD PLAN P52 , TYPE 2CLEANOUT.INSTALL CONCRETE COURT WALL PER LANDSCAPE PLANS. SEE LANDSCAPINGSHEETS FOR DETAIL, BLOCK TYPE, AND PATTERN.INSTALL CONCRETE PLAY WALL PER LANDSCAPE PLANS. SEE LANDSCAPINGSHEETS FOR DETAIL, BLOCK TYPE, AND PATTERN.123456789101112131415161718192021222324252627282930313233343536373839404142NOPA R KI N G NOPA R KI N G NOPARKING EV CHARGING EV CHARGING EV CHARGINGEV CHARGINGEVNOPARKING EV CHARGINGEV CHARGIN GNOPARKINGNOPARKINGEV EV EV +0.00' +3.50' +0.00'+1.00'+2.00'+3.00'+3.50' +3.00' +3.00' +3.00'+3.00'+0.00' EV EVEVEVEV 3 21 EV CHARGINGEVEV (FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV) (FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV) PUE PUE PUE PUESTOP GBGBGBGBGB GBGBGB GB GB GBGB GB GBGB GB GBGBGB GB GB GB GB GB GBGB GB GB GB GB GB GB GB GBGB GB GBGB GB GB GBGB GBGBGBGBGB GB GB GB GB GBGB GB GB GB GBGB GB GB GB GB GB GBGB GB GB GB GBGB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GBGB GB GB TIBURON WAYTIBURON WAY TIBURON WAY RANCH HOUSE ROAD SD SD SD WWWWW RW RW W W CTV S S D CTVEB IB IBIBIB IBIB DEB DIBIB EB S S POST T EN S IO N S LA B - SEE P T SH EE T S POST T EN S IO N S LA B - SEE P T SH EE T S POST TE N SI ON SL A B - SEE P T S H EE T S POST T EN S IO N S LA B - SEE PT SH E ET SPOST TE NS I ON SL AB -SEE PT S HE E TS POST T EN S IO N S LA B - SEE P T S H EE T S SEE BP 4 .0 FO R G RA D ING IN THE B IK E P AR K A R EA NOTES1.THE INSTALLATION OF ALL UTILITIES SHALL REFERENCE THE CITY OF SAN LUIS OBISPO ENGINEERINGSTANDARDS.2.CONTRACTOR SHALL PROVIDE ALL FITTINGS AND APPURTENANCES REQUIRED TO CONSTRUCT UTILITIESAS SHOWN ON SHEETS INCLUDED IN THESE PLANS.3.THE SOILS REPORT, IN ITS ENTIRETY SHALL BE CONSIDERED A PART OF THESE PLANS.4.NO CONSTRUCTED SLOPE SHALL EXCEED A 2:1 SLOPE.5.FOR ALL DOWN SPOUTS NOT ADJACENT TO SIDEWALK/HARDSCAPE, CONTRACTOR IS TO ADD AMIDSTATE SPLASH BLOCK (USE 30" MODEL PRECAST OR APPROVED EQUAL) AND FLOW TO NEARESTLOCAL AREA DRAIN ENSURE LANDSCAPE GRADES ADJACENT TO FF ARE A MINIMUM 8" BELOW THEFINSIH FLOOR AND SLOPE AWAY FROM THE FOUNDATION TOWARDS AREA DRAINS.6.SEE SITE PLAN IMPROVEMENT SERIES CS101 TO CS104 FOR MORE SITE INFORMATION.7.SEE LANDSCAPE PLANS FOR WALKWAY CONNECTION TO PUBLIC SIDEWALKS.8.ALL ELECTRICAL, TELECOMMUNICATION, & OTHER UTILITIES SHALL BE INSTALLED UNDERGROUND IN ANAPPROVED METHOD OF CONSTRUCTION. INSTALL PER CITY OF SLO TRENCHING DETAIL 6030.9.THIS PROJECT IS PART OF A COMMON PLAN DEVELOPMENT AND WILL MEET TRACT 3063 PCRREQUIREMENT NO. 1 THROUGH THE USE OF DIRECTION ROOF RUN OFF TO VEGETATED AREAS.10.IN LOCATIONS WHERE POST-TENSION SLAB EXISTS, THE TW ELEVATIONS CALLED OUT ARE TO BE THE TOPOF THE POST-TENSION SLAB ELEVATION.N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CG10X_GRADING & DRAINAGE.dwg, CG104, Apr 01, 2025 4:52pm, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRCGRADING AND DRAINAGE PLAN MATCH LINE SEE CG103 CG1040feet401"=20' 20601"=400'KEYMAP*HATCHED AREA REPRESENTSCURRENT SHEET S PL PL PLPUE 2+891+002+00N76°59'46"W 17.73'N31°56'58"W 171.74'254.00FG254.60FG254.00FG258.00FG256.01FG251.17FG255.67FG252.31FGAA255 2602562572582592512512522602562572582592592592 5 7258259252 256.81FG251.55FG257.94FG252.65FGELEVATION248.0250.0252.0254.0256.0258.0260.0262.0248.0250.0260.01+001+251+501+752+002+252+502+752+89STA: 1+00.00ELEV: 253.33STA: 1+23.94ELEV: 252.66STA: 1+57.19ELEV: 252.00STA: 1+90.44ELEV: 251.33STA: 2+23.69ELEV: 250.66STA: 2+56.94ELEV: 250.00STA: 2+67.58ELEV: 250.00STA: 2+79.55ELEV: 250.66STA: 2+88.86ELEV: 251.33STA: 1+00.00ELEV: 255.33STA: 1+05.32ELEV: 256.66STA: 1+09.31ELEV: 257.32STA: 1+13.30ELEV: 257.99STA: 1+85.12ELEV: 258.66STA: 2+18.37ELEV: 257.99STA: 2+44.97ELEV: 257.32STA: 2+66.25ELEV: 256.66STA: 2+88.86ELEV: 255.99FINISHED GRADE ATFACE OF WALLFINISHED GRADE ATBACK OF WALLPROPOSED TOP OFFOOTING; PROVIDE6" COVER MINIMUMPROPOSEDTOP OF WALL5.99' 6.67' 6' 5.99'STA: 1+17.29ELEV: 258.66ANGLE POINTPER PLANTIE-IN TO EXISTINGPERPENDICULARWALLSTA: 2+89.47ELEV: 252.34STA: 2+89.44ELEV: 255.67WALL SECTION A-A NTS4" FRENCH DRAIN PER PLAN;OUTLET AT GRADE WITH 3"-4"ROCK PROTECTIONCONSTRUCT CMU RETAININGWALL PER STRUCTURAL DETAIL 22ON SHEET S-311N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CG10X_WALL PROFILE.dwg, CG105, Apr 01, 2025 3:24pm, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRCWALL A0feet201"=10' 10301" = 10' HORIZONTAL SCALE1" = 2' VERTICAL SCALECG105WALL PROFILES PHASING NOTES:1. THE CONTRACTOR SHALL PHASE CONSTRUCTION ROUGH GRADING TO LIMIT THE SIZE OF DISTURBANCE TO AN AREA THAT CANBE MAINTAINED WITH PROPER BMP'S DURING ANY RAIN EVENTS.3. AFTER AN AREA HAS BEEN PAVED THE CONTRACTOR SHALL PROVIDE GRAVEL BAGS IN THE FLOW LINES TO FILTER SEDIMENTSFROM STORM WATER RUNOFF OR AN APPROVED EQUAL.4. AREA DRAINS SHALL HAVE STORM DRAIN INLET PROTECTION INSTALLED DURING THE TIME BETWEEN INSTALLATION ANDPLANTING OF GROUND VEGETATION PER THE PLANS OR AN APPROVED EQUAL.5. LANDSCAPED AREAS SHALL BE COMPLETED AND SPRINKLERS INSTALLED AS SOON AS POSSIBLE AFTER GRADING OPERATIONS.6. ANY AREAS OF DISTURBANCE THAT WILL REMAIN IDLE FOR TWO OR MORE WEEKS SHALL BE STABILIZED WITH MULCH, STRAW,HYDROSEED OR OTHER APPROPRIATE BMP COVER.7. DURING ASPHALT PATCHING OPERATIONS, THE CONTRACTOR SHALL PROVIDE EITHER PERMANENT OR TEMPORARY PAVING INTHE AREAS OF PATCHING BY THE END OF THE WORK DAY. NO TRENCHES SHALL BE LEFT OPEN DURING TIMES OF PREDICTEDRAINFALL.8. THE AREAS SHOWN ON THE PLANS FOR MATERIAL DELIVERY & STORAGE AND CONCRETE WASTE MANAGEMENT ARE FORREFERENCE ONLY, THE ACTUAL LOCATIONS ARE TO BE DETERMINED BY THE QSP.9. THE BMP'S SHOWN ON THE EROSION CONTROL PLANS ARE INTENDED AS A GUIDELINE FOR THE CONTRACTOR'S QSP,IMPLEMENTATION OF THESE OR OTHER BMP'S WILL BE THE RESPONSIBILITY OF THE QSP.10. ALL ROADWAYS SHALL BE KEPT CLEAN ON A DAILY BASIS BY MEANS OF VACUUMING OR STREET SWEEPINGS.11.ROADWAYS THAT HAVE NOT BEEN STABILIZED WITH AGGREGATE BASE SHALL BE STABILIZED USING SOIL BINDERS, MULCHAND/OR OTHER APPROPRIATE BMP'S PRIOR TO FORECAST RAIN EVENTS.12.PRIOR TO FORECAST RAIN EVENTS, THE QSP SHALL EVALUATE THE SITE AND ESTABLISH ADEQUATE BMP'S TO PROTECT ALLDISTURBED AREAS FROM EROSION.13.STORM DRAIN INLET PROTECTION SHALL BE TYPE 2 DURING STORM DRAIN INSTALLATIONS, AND TYPE 3 AFTER PAVINGOPERATIONS HAVE BEEN COMPLETED, (SEE BMP GUIDANCE HANDOUT IN THE SWPPP FOR MORE INFORMATION).14.THE STRAW WATTLES SHOWN ON THESE PLANS ARE INTENDED TO REPRESENT DIFFERENT PHASES OF CONSTRUCTION.CONTRACTOR SHALL INCORPORATE THEIR USE AS NEEDED DURING CONSTRUCTION.GOOD HOUSEKEEPING PRACTICES:1. THE CONTRACTOR SHALL IMPLEMENT GOOD HOUSEKEEPING PRACTICES AS OUTLINED IN THE GENERAL PERMIT AND PER THESWPPP.3. THE CONTRACTOR SHALL CONDUCT AN INVENTORY OF THE PRODUCTS USED AND/OR EXPECTED TO BE USED AND THE ENDPRODUCTS THAT ARE PRODUCED AND/OR EXPECTED TO BE PRODUCED.4. COVER AND BERM LOOSE STOCKPILED CONSTRUCTION MATERIALS THAT ARE NOT ACTIVELY BEING USED.5. STORE CHEMICALS IN WATERTIGHT CONTAINERS (WITH APPROPRIATE SECONDARY CONTAINMENT TO PREVENT ANY SPILLAGEOR LEAKAGE) OR IN A STORAGE SHED (COMPLETELY ENCLOSED).6. ALL EQUIPMENT AND VEHICLE FUELING AND MAINTENANCE PROCEDURES SHALL BE DONE IN THE AREA SHOWN ON THE SITEPLANS OR OTHER LOCATION WHERE THE APPROPRIATE BMP'S HAVE BEEN INSTALLED TO PREVENT ANY CONTAMINATION OF THESOILS.7. THE CONTRACTOR SHALL USE SOME TYPE OF GROUND COVER OR OTHER DEVISES TO INSURE NO PETROLEUM PRODUCTSCOME IN CONTACT WITH SOILS DURING FUELING AND MAINTENANCE.8. THE CONTRACTOR SHALL PROVIDE APPROPRIATE CONTAINMENT AROUND ANY SANITARY TOILETS THAT PREVENTCONTAMINATION TO THE SOILS.9. ANY BUILDING MATERIALS THAT ARE STORED ON-SITE THAT HAVE THE POTENTIAL TO CONTRIBUTE NON-VISIBLE POLLUTANTS TOTHE STORM WATER RUNOFF SHALL BE STORED IN WATERTIGHT CONTAINERS OR UNDER THE COVER OF SHELTERS THAT PROVIDEPROTECTION FROM RAINS.10. CONSTRUCTION MATERIAL WASTES SHALL BE CLEANED UP DAILY AND STORED IN COVERED CONTAINERS PRIOR TO DISPOSAL.11.THE CONTRACTOR HAS THE OPTION TO USE METAL SHAKER BOARDS IN LIEU OF RIP RAP AT THE CONSTRUCTION ENTRANCEAS LONG AS IT PROVIDES ADEQUATE TIRE CLEANING ABILITIES.GENERAL EROSION CONTROL NOTES:1. THE CONTRACTOR SHALL BE OR DESIGNATE A QUALIFIED QSP.THE QSP (QUALIFIED SWPPP PRACTITIONER) SHALL HAVE THE APPROPRIATE TRAINING AND OVERSEEALL IMPLEMENTATION OF THE SWPPP AND IT'S REQUIREMENTS. THE QSP SHALL BE RESPONSIBLE FOR ALL INSPECTIONS AND OBSERVATIONS OF THE BMP'S ANDIMPLEMENTATION OF ANY CHANGES NEEDED TO BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE GENERAL PERMIT. THE QSP SHALL HOLD APRE-CONSTRUCTION MEETING WITH ALL CONTRACTORS AND SUBCONTRACTORS THAT WILL BE WORKING AT THE SITE AND INFORM THEM ON THE REQUIREMENTS OFTHE GENERAL PERMIT AND THE SWPPP.2. THE QSD (QUALIFIED SWPPP DEVELOPER) SHALL APPROVE AND CERTIFY ALL AMENDMENTS TO THE SWPPP AND THE ANNUAL CERTIFICATIONS.3. IF FAILURE OF ANY OF THE BMP'S SHOULD RESULT IN NTU'S THAT EXCEED THE LIMITS OF THE GENERAL PERMIT REQUIREMENTS, THE QSP SHALL IMPLEMENT THECHANGES NECESSARY TO KEEP THE VIOLATION FROM HAPPENING AGAIN, AND REPORT THE VIOLATION VIA THE SMARTS SYSTEM PER THE REQUIREMENTS OF THEGENERAL PERMIT. (SEE SWPPP)4. IF WATER MONITORING BECOMES NECESSARY PER THE REQUIREMENTS OF THE GENERAL PERMIT, THEN THE PERSON OR PERSONS DOING THE MONITORING SHALLHAVE THE APPROPRIATE TRAINING AND QUALIFICATION TO PERFORM SUCH MONITORING.5. EROSION CONTROL SHEETS SHOWS THE WATER MONITORING LOCATION THAT HAS BEEN CHOSEN FOR THIS SITE BY THE QSD. THE QSP SHALL REVIEW THIS LOCATIONAND REPORT BACK TO THE QSD IF THIS LOCATION IS DEEMED UNSAFE OR UNSUITABLE FOR ANY REASONS.6. THE QSP SHALL ASSURE ALL SAFETY PRECAUTIONS NECESSARY HAVE BEEN IMPLEMENTED TO DO THE WATER MONITORING.7. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 15 THROUGH APRIL 15). NECESSARYMATERIALS SHALL BE AVAILABLE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN ISIMMINENT.8. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY EROSION CONTROL MEASURES AS SHOWN ON THIS PLAN AND/OR AS DIRECTED BY THE ENGINEER OR QSDTO CONTROL DRAINAGE WHICH HAS BEEN AFFECTED BY GRADING AND/OR TRENCHING9. THE CONTRACTOR WILL BE ON CALL IN THE EVENT IT IS NECESSARY TO IMPLEMENT EROSION CONTROL MEASURES OR IN THE EVENT OF AN EMERGENCY.10. ALL STORMWATER CONTROL MEASURES THAT ARE IDENTIFIED IN THE REAP SHALL BE IN PLACE MIN. OF 24 HRS. PRIOR TO FORECAST RAINS.11. AFTER A RAINSTORM, ALL BMP'S SHALL BE INSPECTED AND ANY BUILDUP OF SEDIMENTS SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER.12. THE ENGINEER OF RECORD, QSD OR AN AUTHORIZED REPRESENTATIVE MAY REQUIRE THE DEVELOPER AT ANY TIME TO INSTALL AND/OR CONSTRUCTADDITIONAL DRAINAGE STRUCTURES AS NECESSARY TO PREVENT OR CONTROL EROSION.13. THE EROSION CONTROL DEVICES ON THIS PLAN ARE A GENERAL CONCEPT OF WHAT MAY BE REQUIRED. EROSION CONTROL DEVICES MAY BE RELOCATED,DELETED OR ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING ON THE ACTUAL SOIL CONDITIONS ENCOUNTERED. EROSION CONTROL DEVICES MAY BE PLACED ATTHE DISCRETION OF THE QSP AS APPROVED BY THE QSD.14. THE CONTRACTOR IS RESPONSIBLE TO KEEP IN FORCE ALL EROSION CONTROL DEVICES AND TO MODIFY THOSE DEVICES AS SITE PROGRESS DICTATES.15. THE CONTRACTOR SHALL MONITOR THE EROSION CONTROL DEVICES DURING STORMS AND MODIFY THEM IN ORDER TO PREVENT PROGRESS OF ANYONGOING EROSION.16. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING ANY EROSION OR DEBRIS SPILLING ONTO A PUBLIC STREET DAILY.17. THE CONTRACTOR SHALL CONTACT THE QSD IN THE EVENT THAT THE EROSION CONTROL PLAN AS DESIGNED REQUIRES ANY SUBSTANTIAL REVISIONS.18. DURING GRADING OPERATIONS IF AN AREA OF DISTURBANCE IS TO REMAIN IDLE FOR A PERIOD OF 2 OR MORE WEEKS, THE DISTURBED AREAS SHALL BECOVERED WITH MULCH, STRAW OR SOME OTHER TYPE OF BMP TO PREVENT EROSION DURING RAIN EVENTS.19. THE CONTRACTOR SHALL PROVIDE STREET SWEEPING ONGOING DURING CONSTRUCTION TO PREVENT ANY SEDIMENTS FROM BEING TRACKED OFF-SITE OR TOAREAS THAT MAY CONTRIBUTE TO SEDIMENTS BEING DEPOSITED INTO THE STORM DRAIN SYSTEM.20. POST CONSTRUCTION BMP'S INCLUDING PLANTINGS, SHRUBS, GROUND COVER AND TREES AS SHOWN ON THE LANDSCAPING PLANS SHALL BE IN PLACE ASSOON AS PRACTICAL.21. CONTRACTOR TO INSTALL SILT FENCING AT ALL PERIMETER LOCATIONS THAT HAVE THE POTENTIAL TO DISCHARGE STORMWATER OFF-SITE.22. CONTRACTOR TO PROTECT ALL YARD AND LANDSCAPE AREA DRAINS FROM SEDIMENTS UNTIL LANDSCAPING IS COMPLETED AND VEGETATION ESTABLISHED.23. GRAVEL BAGS ORIENTED TO SLOW THE FLOW OF STORM WATER RUNOFF SHALL BE PLACED IN THE CONCRETE GUTTERS IN THE ON-SITE ROADWAY TO HELP FILTEROUT ANY SEDIMENTS. THESE GRAVEL BAGS SHALL BE PLACED 50' O/C MAX. SEDIMENTS THAT ACCUMULATE AT THE GRAVEL BAGS SHALL BE REMOVED AFTER EACHRAIN EVENT.24. THE CONTRACTOR SHALL KEEP TWO ACCEPTABLE RAIN GAUGES ON-SITE TO MONITOR RAIN EVENTS DURING CONSTRUCTION.25. THE CONTRACTOR SHALL IMPLEMENT EFFECTIVE WIND EROSION CONTROLS.26.IN THE EVENT OF A RELEASE OF A REPORTABLE QUANTITY OF A POLLUTANT, THE CONTRACTOR SHALL ADVISE THE OWNER TO NOTIFY THE NATIONAL RESPONSECENTER AND THE CITY OF SAN LUIS OBISPO. IF NECESSARY, THIS POLLUTION PREVENTION PLAN SHOULD BE REVISED TO REFLECT THE CHANGE IN CONDITIONS OF THECONSTRUCTION ACTIVITY. A REPORTABLE QUANTITY IS ESTABLISHED BY THE 40 CODE OF FEDERAL REGULATIONS (CRI) 1117.3 OR 40 CFR 302.4.27.EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTORDURING ALL DEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES.28.TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WHEN PERMANENT IMPROVEMENTS, PLANTINGS, AND FACILITIES ARE IN PLACE. TEMPORARYMEASURES SHALL BE REMOVED PRIOR TO FINAL INSPECTION APPROVALS.29.STOCKPILE MANAGEMENT SHALL BE IN CONFORMANCE WITH GENERAL PERMIT AND THE CASQA BMP GUIDE.30.SEE LANDSCAPING PLANS FOR MORE INFORMATION ON POST CONSTRUCTION VEGETATION BMP'S.31.IF DURING CONSTRUCTION DEWATERING OPERATIONS BECOME NECESSARY, ALL DEWATERING SHALL BE DONE IN COMPLIANCE WITH THE REQUIREMENTSOUTLINED THE NPDES GENERAL PERMIT AND PER THE CASQA BMP HANDBOOK FOR BMP SC-11. DISCHARGES SHALL BE TREATED FOR EXCESSIVE SEDIMENTS PRIOR TOLEAVING THE SITE AND/OR ENTERING THE CITY OF SAN LUIS OBISPO'S STORM DRAIN SYSTEM.EROSION CONTROL NOTES:1.ALL 4:1 & STEEPER SLOPES TO BE HYDROSEEDED AFTER COMPLETION OF GRADING OPERATIONS.2.DRAINAGE SWALES TO HAVE NORTH AMERICAN ___ C-125 ___ OR A.E.3. THE BMP'S PROPOESED ON THESE PLANS ARE INTENDED AS A GUIDELINE FOR THE CONTRACTOR. OTHER AND/OR MOVESEXTENSIVE MEASURES MAY BECOME NECESSARY DURING CONSTRUCTION, AND WILL BE THE RESPONSIBILITY OF THECONTRACTOR TO IMPLEMENT.AIR QUALITY CONTROL NOTES:THE FOLLOWING PRACTICES ARE TO BE USED AT ALL TIMES DURING CONSTRUCTION:1.REDUCE THE AMOUNT OF DISTURBED AREA WHERE POSSIBLE.2.USE WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT QUANTITY TO PREVENT AIRBORNE DUST FROM LEAVING THE SITE.INCREASED WATERING FREQUENCY WILL BE REQUIRED WHENEVER WIND SPEEDS EXCEED 15MPH. RECLAIMED(NON-POTABLE WATER) WATER SHOULD BE USED WHENEVER POSSIBLE.3.PERMANENT DUST CONTROL MEASURES IDENTIFIED IN THE APPROVED PROJECT LANDSCAPE PLANS SHALL BE IMPLEMENTEDAS SOON AS POSSIBLE FOLLOWING COMPLETION OF ANY SOIL DISTURBING ACTIVITIES.4.EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT DATES GREATER THAN ONE MONTH AFTER INITIALGRADING SHALL BE SOWN WITH A FAST GERMINATING NATIVE GRASS SEED AND WATERED UNTIL VEGETATION ISESTABLISHED.5.ALL DISTURBED SOIL AREAS NOT SUBJECT TO RE-VEGETATION MUST BE STABILIZED USING APPROVED CHEMICAL SOILBINDERS, JUTE NETTING, OR OTHER METHODS APPROVED IN ADVANCE BY THE CITY.6.ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. TO BE PAVED SHOULD BE COMPLETED AS SOON AS POSSIBLE. IN ADDITION,BUILDING PADS SHOULD BE LAID AS SOON AS POSSIBLE AFTER GRADING UNLESS SEEDING OR SOIL BINDERS ARE USED.7.VEHICLE SPEED FOR ALL CONSTRUCTION VEHICLES SHALL NOT EXCEED 15MPH ON ANY UNPAVED SURFACE AT THECONSTRUCTION SITE.8.ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIAL ARE TO BE COVERED OR SHOULD MAINTAIN AT LEASTTWO FEET OF FREEBOARD (MINIMUM VERTICAL DISTANCE BETWEEN TOP OF LOAD AND TOP OF TRAILER) IN ACCORDANCEWITH THE CALIFORNIA VEHICLE CODE SECTION 23114.9.INSTALL WHEEL WASHERS WHERE VEHICLES ENTER AND EXIT UNPAVED ROAD AND STREETS, OR WASH OFF TRUCKS ANDEQUIPMENT LEAVING THE SITE.10.SWEEP STREETS AT THE END OF EACH DAY IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT PAVED ROADS. WATERSWEEPERS WITH RECLAIMED WATER SHOULD BE USED WHERE FEASIBLE.A DESIGNATED DUST CONTROL MONITOR SHALL BE CHOSEN. THEY SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF ALL DUSTCONTROL MEASURES. THE MONITOR SHALL BE AVAILABLE DURING WEEKENDS AND HOLIDAYS. THE NAME AND PHONE NUMBEROF THE MONITOR SHALL BE PROVIDED TO THE CITY AND APCD.PRE-ASSEMBLED SILT FENCEINSTALLATION PROCEDURES:DIG A 6"x 6" TRENCH AT DESIRED FENCE LOCATION.UNROLL SILT FENCE ALONG TRENCH.DRIVE STAKES INTO THE DOWN HILL SIDE OF TRENCH WITH NETTING AND STAKES FACING THE DOWN HILL SIDE.LAY THE BOTTOM 6" OF FABRIC INTO THE TRENCH AND FILL WITH TOP SOIL FOR PROPER TOE-IN.DRAW TENSION CORD AT TOP OF FENCE AND TIE TO END STAKES.****NTSFILTER FABRICOAK POSTNETTINGTOE INOAK POSTFILTER FABRICDRAW CORDTOE-IN34" x 2" x 2'WOOD STAKE IN CENTER OFWATTLE (2"-3" EXPOSEDAFTER DRIVING STAKE)NOTE: PLACE NET-WRAPPEDSTRAW WATTLE IN TRENCH.WATTLE TO BE TIGHTLYBUTTED END TO END BUT NOTOVERLAPPING. MINIMUM 6STAKES PER 25' WATTLE.STRAW WATTLE DETAIL4' MAX9"Ø x 25' LONGSTRAW WATTLE3"-5"TRENCHNTS30'DITCHCRUSHED AGGREGATEGREATER THAN 3" BUT SMALLERTHAN 6"ORIGINALGRADE12" MIN UNLESS OTHERISE SPECIFIED BY AGEOTECHNICAL ENGINEERSECTION A-APLANSTABILIZED CONSTRUCTION ENTRANCE/EXITMATCH EXISTING GRADE50' OR FOUR TIMES THE CIRCUMFERENCEOF THE LARGEST CONSTRUCTION VEHICLE TIRE, WHICHEVER IS GREATER.FLOWCURB & GUTTERGRAVEL BAGS 50' O/C TYP.IN FLOW LINES OF GUTTERSTYPE "ABOVE GRADE"WITH STRAW BALESSTRAW BALE(TYP)1/8" DIA.STEEL WIREPLYWOOD48" X 24"PAINTED WHITEBLACK LETTERS5" HEIGHT0.5" LAGSCREWSWOOD POST3' X 3" X 8'CONCRETE WASHOUTSTAKE (TYP.)10 MIL PLASTICLINING1. ACTUAL LAYOUT DETERMINED2. THE CONCRETE WASHOUT SIGNSHALL BE INSTALLED WITHIN30 FT. OF THE TEMPORARYCONCRETE WASHOUT FACILITYIN FIELD.METAL STAKES.(2 PER BALE)WOOD ORNATIVE MATERIAL(OPTIONAL)NOTES.NOT TO SCALE.STRAW BALE.BINDING WIRE.PLASTIC LINING(2 PER BALE).STAPLES10 MILSIGN DETAIL(OR EQUIVALENT)10'MIN.BB2"STAPLE DETAILCONCRETEWASHOUT4"3'3'NOT TO SCALESECTION B-BVARIESINLETEDGE OF PAVEMENTFLOWFLOWSPILLWAY, 1-BAG HIGHTYPICAL PROTECTION FOR INLET ON SUMPSANDBAGS2-BAGS HIGHEDGE OF PAVEMENTINLETFLOWSANDBAGS2- BAGS HIGHSPILLWAY, 1-BAG HIGHFLOW1. INTENDED FOR SHORT TERM USE.2. USE TO INHIBIT NON-STORM WATER FLOWS.3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP.4. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETE5. NOT APPLICABLE IN AREAS WITH HIGH SILTS AND WITHOUT FILTER FABRIC.NOTES:NTSTYPICAL PROTECTION FOR INLET ON GRADESE-10 STORM DRAIN INLET PROTECTION TYPE 3CONCRETE WASTE MANAGEMENT WM-8SE-6 GRAVEL BAGS IN FLOW LINE DETAILSSE-10 STORM DRAIN INLET PROTECTION TYPE 3NTSINLETSANDBAGS2-BAGS HIGHNTSN:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CE001_EROSION CONTROL NOTES AND DETAILS.dwg, CE001, Apr 01, 2025 3:26pm, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRCNTSCE001EROSION CONTROL NOTES AND DETAILS >>>>>>>NOPARKINGNOPARKINGNOPARKINGNOPARKINGPL PLPLPL PLPLPLPUEWWWWWSWWWWW WS SSRWRWRWRWSSSSSSSSSSWIBIBEBSTOP GBGBGBGBGBGB GBGB GB GB GBGBGB GB GB GBGB GBGB GB GBGB GBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBTIBURON WAY WWWWSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSD SD SD SD SDSDSDSDSDSDSDSDSD77728888833333333333333335644240245250255241242243 2442462472482492 5 1 252253253 253254 245 245250246247248249251252256257258259245245241242243243244244246240240 245 250 239 241241241241 242 243 244 246 247 248 249 240 2 4 5 250 255260241 24224324424 6 2472 4 8 249251 252 253 254256257258259235235240245236237238239241242243244246247248249236 237 238 239 240240236237237238238239239241 241 2452502462472482492512522538811111111199101010KEYNOTES#BMPNAMESYMBOLSE-5FIBER ROLLSTC-1STABILIZED CONSTRUCTION ENTRANCESE-10STORM DRAIN INLET PROTECTIONWM-3STOCKPILE MANAGEMENTWM-1MATERIAL DELIVERY AND STORAGEWM-2MATERIAL USESE-7STREET SWEEPINGSE-1TEMPORARY CONSTRUCTION SILT FENCESE-6GRAVEL BAGSEC-2PRESERVATION OF EXISTING VEGETATION12345678910NOTES:1.PERIMETER CONTROL BMP'S AND STABILIZED CONSTRUCTION ENTRANCES SHALL BE IN PLACE PRIOR TOANY GROUND DISTURBANCE.2.THE CONTRACTOR SHALL USE CLASS II BASE FOR THE STABILIZED CONSTRUCTION ENTRANCE ORALTERNATE METHODS THAT ACHIEVE THE DESIRED RESULTS.3.THE CONTRACTOR MAY UTILIZE RUMBLE PLATES IN LIEU OF RIP RAP AT THE CONSTRUCTION ENTRANCESAS LONG AS THEY ACCOMPLISH THE DESIRED RESULTS.4.OFFSITE CONSTRUCTION THAT INCLUDES DEMOLITION AND REPLACEMENT OF EXISTING ASPHALT SHALLBE COMPLETED WHEN THERE IS NO FORECAST RAIN EVENTS. AREAS THAT WILL BE IDLE FOR EXTENDEDPERIODS OF TIME SHALL BE COVERED WITH TEMPORARY ASPHALT PATCHING, (COLD MIX).5.ANY GRADED AREAS THAT ARE GOING TO SIT IDLE FOR MORE THAN TWO WEEKS, SHALL HAVE ANAPPROPRIATE GROUND COVER BMP APPLIED.6.THE LOCATIONS SHOWN FOR THE EQUIPMENT AND MATERIAL DELIVERY STORAGE AREAS ANDCONCRETE WASTE CLEANOUT MAY BE RELOCATED DURING CONSTRUCTION BY THE QSP AND UPDATEDIN THE SWPPP.7.INSTALL GRAVEL BAGS 5' UPSTREAM OF EXISTING CURB CUTS.LEGENDPROPERTY LINEMSE RETAINING WALLLIMIT OF DISTURBANCEEXISTING CONTOURSPROPOSED CONTOURSSTORM DRAIN LATERALCREEK SETBACKSD150150N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CE10X_EROSION CONTROL PLAN.dwg, CE101, Apr 03, 2025 12:27pm, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRC0feet401"=20' 2060MATCH LINE SEE CE102CE101EROSION CONTROL PLAN >>>>>>>>>> >>>>>PLPLPL2PUESSS W W W W W W WSSSSSSSSRWSSJTRWRWRWRWRWRWWRWSSSSWSDSDSDSDSDCTVSSWVWVWVWVWVIBIBIBIBIBIBD GBGB GB GBGBGB GBGB GB GB GBGB GB GB GBGB GB GB GBGBGBGB GB GB GBGBGB GB GB GB GB GB GB GBGB TIBURON WAYRANCH HOUSE ROADSS SD SD SD WSDSDSDSDSDSDSDSDSS SS SSW W W7779211888883333342302302352352352 3 5 227 228228229229231231232 23223 3 233233233234234234234234234236 236236236 237 237 237237238238238 235234236237238240 23723 8 239 241 242 242243 243244 244230235235240240229231232233233234234236 236237237238238239239230235231232233234236237 238 239239239 238239239240240240 241242235235 240240234 234 236 236 237 237 238238239 239241241 242242243243244244 23523123223323423623723823 9888111 1111111119910101010NOTES:1.PERIMETER CONTROL BMP'S AND STABILIZED CONSTRUCTION ENTRANCES SHALL BE IN PLACE PRIOR TOANY GROUND DISTURBANCE.2.THE CONTRACTOR SHALL USE CLASS II BASE FOR THE STABILIZED CONSTRUCTION ENTRANCE ORALTERNATE METHODS THAT ACHIEVE THE DESIRED RESULTS.3.THE CONTRACTOR MAY UTILIZE RUMBLE PLATES IN LIEU OF RIP RAP AT THE CONSTRUCTION ENTRANCESAS LONG AS THEY ACCOMPLISH THE DESIRED RESULTS.4.OFFSITE CONSTRUCTION THAT INCLUDES DEMOLITION AND REPLACEMENT OF EXISTING ASPHALT SHALLBE COMPLETED WHEN THERE IS NO FORECAST RAIN EVENTS. AREAS THAT WILL BE IDLE FOR EXTENDEDPERIODS OF TIME SHALL BE COVERED WITH TEMPORARY ASPHALT PATCHING, (COLD MIX).5.ANY GRADED AREAS THAT ARE GOING TO SIT IDLE FOR MORE THAN TWO WEEKS, SHALL HAVE ANAPPROPRIATE GROUND COVER BMP APPLIED.6.THE LOCATIONS SHOWN FOR THE EQUIPMENT AND MATERIAL DELIVERY STORAGE AREAS ANDCONCRETE WASTE CLEANOUT MAY BE RELOCATED DURING CONSTRUCTION BY THE QSP AND UPDATEDIN THE SWPPP.7.INSTALL GRAVEL BAGS 5' UPSTREAM OF EXISTING CURB CUTS.KEYNOTES#BMPNAMESYMBOLSE-5FIBER ROLLSTC-1STABILIZED CONSTRUCTION ENTRANCESE-10STORM DRAIN INLET PROTECTIONWM-3STOCKPILE MANAGEMENTWM-1MATERIAL DELIVERY AND STORAGEWM-2MATERIAL USESE-7STREET SWEEPINGSE-1TEMPORARY CONSTRUCTION SILT FENCESE-6GRAVEL BAGSEC-2PRESERVATION OF EXISTING VEGETATION12345678910LEGENDPROPERTY LINEMSE RETAINING WALLLIMIT OF DISTURBANCEEXISTING CONTOURSPROPOSED CONTOURSSTORM DRAIN LATERALCREEK SETBACKSD1501500feet401"=20' 2060N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CE10X_EROSION CONTROL PLAN.dwg, CE102, Apr 01, 2025 2:50pm, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRCMATCH LINE SEE CE103MATCH LINE SEE CE101CE102EROSION CONTROL PLAN >>NOPARKINGNOPARKINGPL PLEVEVEVEVEV31PL EV CHARGINGEVEV(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)PUEPUEWWWWWWW WSDSDSDSDSDSDSDRWRWRWRWRWRWRWSSSSSSSSSSSSSS WSDDCTVEBEBDGBGBGBGBGBGB GBGBGBGB GBGBGBGBGB GB TIBURON WAYSSSS SS SS SS SSSD SDSDSDSDSDSDSD SD SDSDSD SDSDSDSDSDSD SD SD SD SD SD SDSDSD777211 188356230235226227228229231232233233233234236237238238239239 225 2252252302 3 5 226227228 2292312322332 3 4 2342342 3 6 2 3 7 2382252 3 0 23 5 2242242262 2 7 2282292312322 3 3 2 3 4 236237 2372382382302352292312322332342368 1111199910NOTES:1.PERIMETER CONTROL BMP'S AND STABILIZED CONSTRUCTION ENTRANCES SHALL BE IN PLACE PRIOR TOANY GROUND DISTURBANCE.2.THE CONTRACTOR SHALL USE CLASS II BASE FOR THE STABILIZED CONSTRUCTION ENTRANCE ORALTERNATE METHODS THAT ACHIEVE THE DESIRED RESULTS.3.THE CONTRACTOR MAY UTILIZE RUMBLE PLATES IN LIEU OF RIP RAP AT THE CONSTRUCTION ENTRANCESAS LONG AS THEY ACCOMPLISH THE DESIRED RESULTS.4.OFFSITE CONSTRUCTION THAT INCLUDES DEMOLITION AND REPLACEMENT OF EXISTING ASPHALT SHALLBE COMPLETED WHEN THERE IS NO FORECAST RAIN EVENTS. AREAS THAT WILL BE IDLE FOR EXTENDEDPERIODS OF TIME SHALL BE COVERED WITH TEMPORARY ASPHALT PATCHING, (COLD MIX).5.ANY GRADED AREAS THAT ARE GOING TO SIT IDLE FOR MORE THAN TWO WEEKS, SHALL HAVE ANAPPROPRIATE GROUND COVER BMP APPLIED.6.THE LOCATIONS SHOWN FOR THE EQUIPMENT AND MATERIAL DELIVERY STORAGE AREAS ANDCONCRETE WASTE CLEANOUT MAY BE RELOCATED DURING CONSTRUCTION BY THE QSP AND UPDATEDIN THE SWPPP.7.INSTALL GRAVEL BAGS 5' UPSTREAM OF EXISTING CURB CUTS.KEYNOTES#BMPNAMESYMBOLSE-5FIBER ROLLSTC-1STABILIZED CONSTRUCTION ENTRANCESE-10STORM DRAIN INLET PROTECTIONWM-3STOCKPILE MANAGEMENTWM-1MATERIAL DELIVERY AND STORAGEWM-2MATERIAL USESE-7STREET SWEEPINGSE-1TEMPORARY CONSTRUCTION SILT FENCESE-6GRAVEL BAGSEC-2PRESERVATION OF EXISTING VEGETATION12345678910LEGENDPROPERTY LINEMSE RETAINING WALLLIMIT OF DISTURBANCEEXISTING CONTOURSPROPOSED CONTOURSSTORM DRAIN LATERALCREEK SETBACKSD1501500feet401"=20' 2060N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CE10X_EROSION CONTROL PLAN.dwg, CE103, Apr 01, 2025 2:59pm, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRCMATCH LINE SEE CE104 MATCH LINE SEE CE102CE103EROSION CONTROL PLAN >>>>>>>>>>>>>>>>>>>>>>>>PLPLPLPLS SSS SSSSSD188813215215220225 213213214214216217218219219221222 223 224 22621621721 8218219219 220220225219219221221222223224226 227228225222222222223224222223224 11181010NOTES:1.PERIMETER CONTROL BMP'S AND STABILIZED CONSTRUCTION ENTRANCES SHALL BE IN PLACE PRIOR TOANY GROUND DISTURBANCE.2.THE CONTRACTOR SHALL USE CLASS II BASE FOR THE STABILIZED CONSTRUCTION ENTRANCE ORALTERNATE METHODS THAT ACHIEVE THE DESIRED RESULTS.3.THE CONTRACTOR MAY UTILIZE RUMBLE PLATES IN LIEU OF RIP RAP AT THE CONSTRUCTION ENTRANCESAS LONG AS THEY ACCOMPLISH THE DESIRED RESULTS.4.OFFSITE CONSTRUCTION THAT INCLUDES DEMOLITION AND REPLACEMENT OF EXISTING ASPHALT SHALLBE COMPLETED WHEN THERE IS NO FORECAST RAIN EVENTS. AREAS THAT WILL BE IDLE FOR EXTENDEDPERIODS OF TIME SHALL BE COVERED WITH TEMPORARY ASPHALT PATCHING, (COLD MIX).5.ANY GRADED AREAS THAT ARE GOING TO SIT IDLE FOR MORE THAN TWO WEEKS, SHALL HAVE ANAPPROPRIATE GROUND COVER BMP APPLIED.6.THE LOCATIONS SHOWN FOR THE EQUIPMENT AND MATERIAL DELIVERY STORAGE AREAS ANDCONCRETE WASTE CLEANOUT MAY BE RELOCATED DURING CONSTRUCTION BY THE QSP AND UPDATEDIN THE SWPPP.7.INSTALL GRAVEL BAGS 5' UPSTREAM OF EXISTING CURB CUTS.KEYNOTES#BMPNAMESYMBOLSE-5FIBER ROLLSTC-1STABILIZED CONSTRUCTION ENTRANCESE-10STORM DRAIN INLET PROTECTIONWM-3STOCKPILE MANAGEMENTWM-1MATERIAL DELIVERY AND STORAGEWM-2MATERIAL USESE-7STREET SWEEPINGSE-1TEMPORARY CONSTRUCTION SILT FENCESE-6GRAVEL BAGSEC-2PRESERVATION OF EXISTING VEGETATION12345678910LEGENDPROPERTY LINEMSE RETAINING WALLLIMIT OF DISTURBANCEEXISTING CONTOURSPROPOSED CONTOURSSTORM DRAIN LATERALCREEK SETBACKSD1501500feet401"=20' 2060N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CE10X_EROSION CONTROL PLAN.dwg, CE104, Apr 01, 2025 3:21pm, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRCMATCH LINE SEE CE103 CE104EROSION CONTROL PLAN 36"R=0.5"6"6"SCALE:AN.T.S.TRANSITION TO 0" CURB PER PLANASPHALTPAVINGSCALE:BN.T.S.PERMEABLE PAVER CROSS-SECTION 2"4"18"PERMEABLE PAVERS 318"THICK (MIN), TYP. SEELANDSCAPE PLANS FORBRAND AND MODELBEDDING COURSE NO.8 AGGREGATEOPEN-GRADED BASE NO.57 STONENO. 4 REBAR, 12 O.C., 4"FROM TOP AND BOTTOMOF CURB, TYP.CONCRETE EDGE RESTRAINT,6" WIDE; 28" MINIMUM DEPTHSOIL SUBGRADE, 0% SLOPECOMPACTED TO 90%RELATIVE COMPACTION.ADJACENT PAVINGPER PLANFLUSH TRANSITION TOADJACENT PAIRING WHEREOCCURSSUBBASENO. 2 STONECOMPACTED IN 4-6" LIFTSPERMEABLE PAVER TYPE 1NOTES:1.ALL AGGREGATE BASE MATERIAL SHALL BE WASHED, OPEN-GRADED (NOSAND), CRUSHED (ANGULAR) AGGREGATE.2.PAVING STONES SHALL BE INSTALLED SMOOTH WITHOUT GAPS ORGROOVES AND PER MANUFACTURER'S SPECIFICATIONS TO MAINTAIN ALEVEL SURFACE WHEN EXPOSED TO WEATHER CONDITIONS.6" PERFORATEDPVC SD PIPE2' LENGTH x 2' WIDTH (MIN.)SLOPEPER PLANFLOWINVERTPER PLANSCALE:CNTSRIPRAP ENERGY DISSIPATIONOPTIONAL STORMDRAIN PIPE PER PLANFINISH GRADEPLACE 4"-6" NOMINALSIZE ROCKCOMPACT TOP 12" OFNATURAL SUBGRADE TO80% MAXIMUM DENSITYNON-WOVENGEOTEXTILE FABRIC(MIRAFI 140N, ORAPPROVED EQUAL)STACK ROCKS OVER ANDAROUND TO COVER PIPE OUTLET6"1.5' MINIMUMCOMPACTEDSUBGRADE AT 95%24" CLASS II BASE, OROTHERWISE NOTED PER SOILSREPORT RECOMMENDATIONS6"6"SCALE:DN.T.S.18" CONCRETE CHANNEL DETAIL 6" CONCRETE PAVING#3 BARS@10" O.C.COMPACT BASE,MIN. RELATIVE DENSITYOF 95% OR BETTER10" CLASS II COMPACTEDAGGREGATE BASE4" ACSECTION NOTE:FINAL SECTION THICKNESS TO BE DETERMINED BY APPROVED PROJECT TRAFFIC INDEX,LICENSED SOILS ENGINEER, AND ACCOMPANYING SOILS REPORT.SCALE:EN.T.S.AC PAVEMENT SECTION DETAIL SLOPE TO DRAINATRIUM OR DOME GRATECOMPACTED SOILDRAIN RISER PIPE(LENGTH AS REQUIRED)DRAIN TEE OR ELBOWDRAIN PIPE10" CRUSHED STONESLOPE TO DRAINVARIESSCALE:FN.T.S.ATRIUM/DOME GRATE 6" 18 " M I N .NOTES:1.SOIL AMENDMENTS SHALL BE AMENDED WITH 2 INCHES OF WELL-ROTTED COMPOST, UNLESS THEORGANIC CONTENT IS ALREADY GREATER THAN 10%. THE COMPOST SHALL BE MIXED INTO THENATIVE SOILS TO A DEPTH OF 6 INCHES TO PREVENT SOIL LAYERING AND WASHOUT OF COMPOST,THE COMPOST WILL CONTAIN NO SAWDUST, GREEN OR UNDER-COMPOSTED MATERIAL, OR ANYOTHER TOXIC OR HARMFUL SUBSTANCE. IT SHALL CONTAIN NO UN-STERILIZED MANURE, WHICHCAN LEAD TO HIGH LEVELS OF PATHOGEN INDICTORS (COLIFORM BACTERIA) IN THE RUNOFF.SCALE:GN.T.S.EARTHEN SWALE CROSS SECTION PROPOSED PERMEABLE PAVERSNO. 4 REBAR, 18" O.C. BOTHWAYS, 6" CLEAR FROM TOPAND BOTTOM OF CURB, TYP.FINISHED GRADE/FINISHED SURFACE;SURFACE TYPE PER PLAN6" 48"6"SCALE:H1"=1'DEEPENED CURB 4" 2" 22" VA R I E S PE R P L A NSCALE:INTS12" ROLLED CURBSLOPEPER PLANBRUSH FINISH12"4"10"6"18"R=6"R=12"6"CRUSHED AGGREGATE BASECOMPACTED TO 95% RELATIVECOMPACTIONNOTES:1.CONCRETE SHALL BE CLASS 560-C-3250.2.EXPOSED EDGES SHALL HAVE A 1/2" TOOLED RADIUS UNLESS OTHERWISE SPECIFIED.3.SUBGRADE SOILS SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557.TC ELEV. PER PLAN1/2" RADIUS TOOLEDEDGESPAVEMENT, BASE, AND SUBGRADEPER STRUCTURAL SECTIONN:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CC50X_CONSTRUCTION DETAILS.dwg, CC501, Apr 01, 2025 4:29pm, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRCCC501CONSTRUCTION DETAILS 19'6'6'251.84 TC251.84 FL251.57 TC251.57 FL252.42 TC251.92 FL251.99 TC251.49 FL252.04FS252.29FS6.9%7.3%1.5%0.6%1.3%1.4%7'252.39FS252.11FS7.75'1.5%1.4%1.7%2.0%250.59 TC250.59 FL250.53 TC250.53 FL251.12 TC250.62 FL250.85 TC250.35 FL251.14FS251.06FS7'10'0.4%7.9% 7.6%0.6%2. 4 %6'6'1 . 1%1.2%3'5.8'250.58 TC250.58 FL251.11 TC250.61 FL251.08FS250.52 TC250.52 FL251.01 TC250.51 FL251.03FS6.6%0.4%0.6%10'7.5'0.5'4'3'251.08 TC250.58 FL250.81 TC250.31 FL1.3%0.7%250.99FS251.02FSGBGBGB243.19 TC243.19 FL243.66 TC243.16 FL243.58FS243.18 TC243.18 FL243.70 TC243.20 FL243.57FS1.5%1.2%5.5%5.5%0.2%0.2%5'5'5'7'1.5%NONOEVGBGBGBGBS1°24'59"W 13.00'237.29 TC236.79 FL237.48 TC236.98 FL236.65 TC236.65 FL236.55 TC236.05 FL236.50 TC236.50 FL236.83 TC236.33 FL237.06 TC236.56 FL237.20 TC237.20 FL237.09 TC236.59 FL236.21 TC236.21 FL8'19'9.1'1.5%0.8%1.6%1.4%1.5%7.0%2.0%6.2%1.2%4.0%3.8%1.0%251.30 TC250.80 FL251.32 TC250.82 FL250.83FS250.85FS251.16FS251.12FS0 . 6%5.0%3.2%0.7%251.54FS251.51FS251.56FS251.49FS250.84FS250.82FS5'7.79'3'3.2'10'0 . 6%NOPARKINGGB6'253.10FS5'252.83FS252.86FS252.78FL252.80FS7.3'3.9%1.5%253.06FLN:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CC50X_CONSTRUCTION DETAILS.dwg, CC502, Apr 03, 2025 1:48pm, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRCRAMP ASCALE: 1" = 5'RAMP BSCALE: 1" = 5'RAMP CSCALE: 1" = 5'RAMP ESCALE: 1" = 5'RAMP FSCALE: 1" = 5'CC502CONSTRUCTION DETAILS RAMP DSCALE: 1" = 5'RAMP GSCALE: 1" = 5' WRWWRWRWWIBIBIBIB NOPARKINGPARKINGPLLOWLOWPUE ^^^^^^^^^GBGBGB GB GBGB20'R5'R5'R2 0 '14'14'Δ=28°40'42"R=78.00'L=39.04'Δ=52°30'54"R=20.00'L=18.33'Δ=34°57'49"R=20.00'L=12.20'Δ=232°39'42"R=40.00'L=162.43'S1°24'59"W 13.00'NE RAMP:CC503ROUNDABOUT ISLANDS:CC503SW RAMP:CC503238.85 TC238.35 FL237.68 TC237.18 FL237.51 TC237.01 FL239.39 TC238.89 FL239.62 TC239.12 FL237.29 TC236.79 FL237.48 TC236.98 FL237.84 TC237.34 FL240.39 TC239.89 FL240.54 TC240.04 FL240.03 TC239.53 FL239.23 TC238.73 FL238.70 TC238.20 FL238.51 TC238.01 FL238.69 TC238.19 FL239.19 TC238.69 FL239.76 TC239.26 FL239.98 TC239.48 FL239.66 TC239.16 FL239.26 TC238.76 FL238.89 TC238.39 FL3.1%2.8%1.9%0.1%0.9%0.8%1.5%7. 3 % 6.6 % 6.7 % 1. 0 %9.0%3.3%8.1%3.5%3.0%9.8%4.6%7.8%2.9%IBPL^^^^^^238.96 TC238.96 FL239.10 TC239.10 FL239.1 ± FSMATCH EXISTING239.2 ± FSMATCH EXISTING238.8 ± TC238.3 ± FLMATCH EXISTING238.5 ± FSMATCH EXISTING238.4 ± FSMATCH EXISTING238.2 ± FSMATCH EXISTING239.20 TC238.70 FL239.45 TC238.95 FL1.5%0.9%1.1%1.5%1.9%1.3%4.2%4.5%239.21 TC238.71 FL239.32 TC238.82 FL1.1%12.8 '17.8'6.7'9.0%3.3%^^^^^R1.5'R1'R1'R1 'R1'R3'Δ=12°07'08"R=52.00'L=11.00'Δ=13°43'28"R=56.50'L=13.53'Δ=5°38'16"R=69.50'L=6.84'Δ=3°04'00"R=152.00'L=8.14'Δ=10°24'16"R=50.00'L=9.08'Δ=1°12'50"R=92.00'L=1.95'Δ=106°14'23"R=3.00'L=5.56'238.1 ± FSMATCH EXISTING238.1 ± FSMATCH EXISTING238.1 ± FSMATCH EXISTING238.40 TC237.90 FL238.67 TC238.17 FL238.85 TC238.35 FL238.85 TC238.35 FL238.85 TC238.35 FL238.85 TC238.35 FL238.35 TC237.85 FL239.20 TC238.70 FL239.20 TC238.70 FL239.23 TC238.73 FL239.23 TC238.73 FL239.10 TC238.60 FL239.03 TC238.53 FL3.0%9.8%4.6%7.8%2.9%LOW^^^^^^^238.61 TC238.61 FL238.53 TC238.53 FL238.6 ± FSMATCH EXISTING238.6 ± FSMATCH EXISTING238.88 TC238.38 FL239.12 TC238.62 FL238.5 ± TC238.0 ± FLMATCH EXISTING238.0 ± FSMATCH EXISTING237.9 ± FSMATCH EXISTING1.5%0.2%1.5%0.6%0.0%1.5 % 0.0 % 2.3 % 0.4 %238.89 TC238.39 FL239.08 TC238.58 FL13.1'6.7' 17.7'238.85 TC238.35 FL8.1%3.5%N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CC50X_CONSTRUCTION DETAILS.dwg, CC503, Apr 01, 2025 3:52pm, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRC0feet201"=10' 1030TIBURON ROUNDABOUTROUNDABOUT ISLANDSSCALE: 1" = 5'SW RAMPSCALE: 1" = 5'NE RAMPSCALE: 1" = 5'CC503CONSTRUCTION DETAILS SCALE:1NTSBIO-RETENTION BASIN24"12"3" MULCHFLAT BOTTOMNO SLOPES3:1MAXGRAVEL STORAGENO. 2 STONEBIORETENTION SOIL MIX30"NOTES:1.BIORETENTION SOIL MIX SHALL BE 60 TO 70% SAND, 15 TO 25% COMPOST, AND 10 TO20% CLEAN TOPSOIL. THE ORGANIC CONTENT SHALL BE 8 TO 12% AND PH RANGESHALL BE 5.5 TO 7.5.2.STONE MATERIAL SHALL BE WASHED, OPEN-GRADED (NO SAND), CRUSHED(ANGULAR) AGGREGATE.3.NATIVE SOIL BENEATH INFILTRATION BED SHALL BE OVER-EXCAVATED A MINIMUM OF2.0' AND REPLACED UNIFORMLY WITHOUT COMPACTION.243.00FG245.50FG241.00FG240.00FG6"246.00 TOP OFFREEBOARD6" PERFORATEDPVC SD PIPESCALE:2NTSBIO-RETENTION BASIN24"12"3" MULCHFLAT BOTTOMNO SLOPES3:1MAXGRAVEL STORAGENO. 2 STONEBIORETENTION SOIL MIX24 "NOTES:1.BIORETENTION SOIL MIX SHALL BE 60 TO 70% SAND, 15 TO 25% COMPOST, AND 10 TO20% CLEAN TOPSOIL. THE ORGANIC CONTENT SHALL BE 8 TO 12% AND PH RANGESHALL BE 5.5 TO 7.5.2.STONE MATERIAL SHALL BE WASHED, OPEN-GRADED (NO SAND), CRUSHED(ANGULAR) AGGREGATE.3.NATIVE SOIL BENEATH INFILTRATION BED SHALL BE OVER-EXCAVATED A MINIMUM OF2.0' AND REPLACED UNIFORMLY WITHOUT COMPACTION.239.90FG241.90FG237.90FG236.90FG6"242.40 TOP OFFREEBOARD6" PERFORATEDPVC SD PIPESCALE:3NTSBIO-RETENTION BASIN24"18"3" MULCHFLAT BOTTOMNO SLOPES3:1MAXGRAVEL STORAGENO. 2 STONEBIORETENTION SOIL MIX18"NOTES:1.BIORETENTION SOIL MIX SHALL BE 60 TO 70% SAND, 15 TO 25% COMPOST, AND 10 TO20% CLEAN TOPSOIL. THE ORGANIC CONTENT SHALL BE 8 TO 12% AND PH RANGESHALL BE 5.5 TO 7.5.2.STONE MATERIAL SHALL BE WASHED, OPEN-GRADED (NO SAND), CRUSHED(ANGULAR) AGGREGATE.3.NATIVE SOIL BENEATH INFILTRATION BED SHALL BE OVER-EXCAVATED A MINIMUM OF2.0' AND REPLACED UNIFORMLY WITHOUT COMPACTION.232.50FG234.00FG230.50FG229.00FG6"234.50 TOP OFFREEBOARD6" PERFORATEDPVC SD PIPESCALE:6NTSBIO-RETENTION BASIN24"12"3" MULCHFLAT BOTTOMNO SLOPES3:1MAXGRAVEL STORAGENO. 2 STONEBIORETENTION SOIL MIX6"NOTES:1.BIORETENTION SOIL MIX SHALL BE 60 TO 70% SAND, 15 TO 25% COMPOST, AND 10 TO20% CLEAN TOPSOIL. THE ORGANIC CONTENT SHALL BE 8 TO 12% AND PH RANGESHALL BE 5.5 TO 7.5.2.STONE MATERIAL SHALL BE WASHED, OPEN-GRADED (NO SAND), CRUSHED(ANGULAR) AGGREGATE.3.NATIVE SOIL BENEATH INFILTRATION BED SHALL BE OVER-EXCAVATED A MINIMUM OF2.0' AND REPLACED UNIFORMLY WITHOUT COMPACTION.221.85FG222.35FG219.85FG218.85FG6"222.85TOP OF FREEBOARD6" PERFORATEDPVC SD PIPESCALE:5NTSBIO-RETENTION BASIN36"72"3" MULCHFLAT BOTTOMNO SLOPES3:1MAXGRAVEL STORAGENO. 2 STONEBIORETENTION SOIL MIX24 "NOTES:1.BIORETENTION SOIL MIX SHALL BE 60 TO 70% SAND, 15 TO 25% COMPOST, AND 10 TO20% CLEAN TOPSOIL. THE ORGANIC CONTENT SHALL BE 8 TO 12% AND PH RANGESHALL BE 5.5 TO 7.5.2.STONE MATERIAL SHALL BE WASHED, OPEN-GRADED (NO SAND), CRUSHED(ANGULAR) AGGREGATE.3.NATIVE SOIL BENEATH INFILTRATION BED SHALL BE OVER-EXCAVATED A MINIMUM OF2.0' AND REPLACED UNIFORMLY WITHOUT COMPACTION.225.25FG227.25FG222.25FG216.25FG6"227.75TOP OF FREEBOARD6" PERFORATEDPVC SD PIPESCALE:4NTSBIO-RETENTION BASIN24"12"3" MULCHFLAT BOTTOMNO SLOPES3:1MAXGRAVEL STORAGENO. 2 STONEBIORETENTION SOIL MIX18"NOTES:1.BIORETENTION SOIL MIX SHALL BE 60 TO 70% SAND, 15 TO 25% COMPOST, AND 10 TO20% CLEAN TOPSOIL. THE ORGANIC CONTENT SHALL BE 8 TO 12% AND PH RANGESHALL BE 5.5 TO 7.5.2.STONE MATERIAL SHALL BE WASHED, OPEN-GRADED (NO SAND), CRUSHED(ANGULAR) AGGREGATE.3.NATIVE SOIL BENEATH INFILTRATION BED SHALL BE OVER-EXCAVATED A MINIMUM OF2.0' AND REPLACED UNIFORMLY WITHOUT COMPACTION.237.25FG238.75FG235.25FG234.25FG6"239.25TOP OF FREEBOARD6" PERFORATEDPVC SD PIPEN:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CC50X_CONSTRUCTION DETAILS.dwg, CC504, Apr 01, 2025 3:37pm, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRCCC504CONSTRUCTION DETAILS OVERFLOWSTEEL GRATE8" HDPEOUTLET PIPEPER PLAN36" X 36"CONCRETE INLETBASIN BOTTOMPER PLAN3:1 MAX SLOPESCALE:1N.T.S.BASIN STORM DRAIN OUTLET DETAIL 242.33INV/OUT243.50INV245.50TG241.33BOTTOM OF OUTLET BOXOVERFLOWSTEEL GRATE8" HDPEOUTLET PIPEPER PLAN36" X 3 6 " C O N C R E T E I N L E T BASIN BOTTOMPER PLAN3:1 MAX SLOPESCALE:2N.T.S.BASIN STORM DRAIN OUTLET DETAIL 239.23INV/OUT240.40INV241.90TG238.23BOTTOM OF OUTLET BOXOVERFLOWSTEEL GRATE8" HDPEOUTLET PIPEPER PLAN36" X 3 6 " C O N C R E T E I N L E T BASIN BOTTOMPER PLAN3:1 MAX SLOPESCALE:3N.T.S.BASIN STORM DRAIN OUTLET DETAIL 231.83INV/OUT233.00INV234.00TG230.83BOTTOM OF OUTLET BOXOVERFLOWSTEEL GRATE6" HDPEOUTLET PIPEPER PLAN36" X 36"CONCRETE INLETBASIN BOTTOMPER PLAN3:1 MAX SLOPESCALE:4N.T.S.BASIN STORM DRAIN OUTLET DETAIL 236.75INV/OUT237.75INV238.75TG235.75BOTTOM OF OUTLET BOXOVERFLOWSTEEL GRATE8" HDPEOUTLET PIPEPER PLAN36" X 3 6 " C O N C R E T E I N L E T 6" D I A M E T E R PIP E O R I F I C E 6" SD INLET PIPEBASIN BOTTOMPER PLAN3:1 MAX SLOPESCALE:5N.T.S.BASIN STORM DRAIN OUTLET DETAIL 224.58INV/OUT226.50INV227.25TG223.58BOTTOM OF OUTLET BOX226.25INVOVERFLOWSTEEL GRATE8" HDPEOUTLET PIPEPER PLAN36" X 3 6 " C O N C R E T E I N L E T BASIN BOTTOMPER PLAN3:1 MAX SLOPESCALE:6N.T.S.BASIN STORM DRAIN OUTLET DETAIL 221.18INV/OUT222.35INV222.80TG220.18BOTTOM OF OUTLET BOXN:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CC50X_CONSTRUCTION DETAILS.dwg, CC505, Apr 01, 2025 3:31pm, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRCCC505CONSTRUCTION DETAILS N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Engineering\ConDocs\Sheet-Files\Community Park\CC50X_CONSTRUCTION DETAILS.dwg, CC506, Apr 01, 2025 3:29pm, apalermo RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK RCRCAPRCCC506CONSTRUCTION DETAILS SYMBOLDESCRIPTIONDETAILRELATEDDETAIL(S)SPEC.SECTION(S)EXPANSION JOINT4/LC501CITY SECTION73SCORE JOINT4/LC501CITY SECTION73GRADE BREAKJO-01JO-02JO-03JOINTING (JO)GBSYMBOLDESCRIPTIONDETAILRELATEDDETAIL(S)SPEC.SECTION(S)CONCRETE PAVING - PEDESTRIANCOLOR: STANDARD GRAY. FINISH: MEDIUM BROOM1/LC501CITY SECTION73CONCRETE PAVING - VEHICULAR2/LC501CITY SECTION73POST TENSIONED CONCRETE PAVING WITHSPORTS COURT SURFACING (2 COLORS + CITY LOGO)5/LC50132 1820PERMEABLE PAVERS - VEHICULARB/CC50132 1413CLASS II BASE MULTI-USE PATH SHOULDERPER CITY STD DETAIL #7040 (OPTION 2)POURED IN PLACE RUBBER SURFACING7/LC50132 1816.13ENGINEERED WOOD FIBER SURFACING6/LC50132 1816.13BOCCE COURT SURFACE8/LC50132 1543PAVING AND SURFACING (PA)CODEDESCRIPTIONDETAILRELATEDDETAIL(S)SPEC.SECTION(S)SITE WALL - 8" WCONCRETE, COLOR: STANDARD GRAY, FINISH: ---.1/LC5038/LC50311/S303CITY SECTION51SITE WALL - 12"CONCRETE, COLOR: STANDARD GRAY, FINISH: ---.2/LC503SEATWALLCONCRETE, COLOR: STANDARD GRAY, FINISH: ---.3/LC503CITY SECTION51SEATWALL AT PICNIC SHADE STRUCTURECONCRETE, COLOR: STANDARD GRAY, FINISH: ---.5/LC503CITY SECTION51CHEEK WALLCONCRETE, COLOR: STANDARD GRAY, FINISH: ---.7/LC503CITY SECTION51TERRACED SEATWALL4/LC503CITY SECTION51CMU WALLPER STRUCTURAL13/S-322CITY SECTION47-5COLUMN BASE AT PRE-FABRICATED SHELTER9/LC503CITY SECTION51PLAY CURB9/LC506CITY SECTION73MOW CURB6/LC502CITY SECTION73DEEPENED CURB - 12" W9/LC502CITY SECTION51PLAY WALL - A1/LC506CITY SECTION51CITY SECTIONWC-01WC-02WC-04WC-05WC-06WC-07WC-08WC-09WC-10WC-11WC-12WC-14WALLS AND CURBS (WC)CODEDESCRIPTIONDETAILRELATEDDETAIL(S)SPEC.SECTION(S)CONCRETE STAIRS1/LC50413/S302CITY SECTION73ACCESSIBLE CURB RAMPCC502CITY SECTION73SR-01SR-04STAIRS AND RAMPS (SR)51PLAY WALL - B2/LC506CITY SECTION51PLAY WALL - C3/LC506CITY SECTION51PLAY WALL - D4/LC506CITY SECTION51PLAY WALL - E5/LC506CITY SECTION51PLAY WALL - F6/LC506CITY SECTION51PLAY WALL - G7/LC506CITY SECTION51PLAY WALL - H8/LC506CITY SECTION51PLAY WALL - I1/LC507CITY SECTION51PLAY WALL - J2/LC507CITY SECTION51PLAY WALL - K3/LC507CITY SECTION51PLAY WALL - L10/LC506CITY SECTION51COURT WALL - A1/LC508CITY SECTION51COURT WALL - B2/LC508CITY SECTION51COURT WALL - C3/LC508CITY SECTION51COURT WALL - D4/LC508CITY SECTION51WC-15WC-16WC-17WC-18WC-19WC-20WC-21WC-22WC-23WC-24WC-25WC-26WC-27WC-28WC-29CODEDESCRIPTIONDETAILRELATEDDETAIL(S)SPEC.SECTION(S)6FT PICNIC TABLEPER SPECS32 33006FT PICNIC TABLE (ADA)PER SPECS32 33004FT ROUND TABLEPER SPECS32 3300BACKLESS BENCHPER SPECS32 3300BACKED BENCH10/LC502PER SPECS32 3300SCULPTURAL BENCH - FORTUNATOPER SPECS32 3300SCULPTURAL BENCH - TWIGPER SPECS32 3300SCULPTURAL BENCH - EXTASIPER SPECS32 3300SCULPTURAL BENCH - STULPER SPECS32 3300TRASH RECEPTACLEPER SPECS32 3300BBQ GRILLPER SPECS32 3300BIKE RACK - SINGLEPER CITY STD DETAIL #7930PER SPECS32 3300BIKE RACK - MULTIPER SPECS32 3300DRINKING FOUNTAIN / BOTTLE FILLER1/LC511PER SPECS32 3300BOULDER - SEE SYMBOL FOR DIAMETER (FT)1/LC50932 3300SF-01SF-02SF-03SF-05SF-06SF-07SF-08SF-09SF-10SF-11SF-12SF-13SF-14SF-15SF-16SITE FURNISHINGS (SF)CODEDESCRIPTIONDETAILRELATEDDETAIL(S)SPEC.SECTION(S)NORTH RESTROOMSEE A-101VARIESSOUTH RESTROOMSEE A-101VARIESSHADE STRUCTURE AT VISTA1/LC70113 3000SHADE STRUCTURE AT BOCCE COURTS1/LC70213 3000SHADE STRUCTURE AT PICNIC AREA1/LC70313 3000SHADE STRUCTURE AT PLAY AREA1/LC70413 3000PREFABRICATED BRIDGE (#1)MULTI-SPORT / PLAY / PICKLEBALL05 8000PREFABRICATED BRIDGE (#2)TO PUMP TRACK05 8000PREFABRICATED BRIDGE (#3)PARKING LOT / TENNIS05 8000SS-01SS-02SS-03SS-04SS-05SS-06SS-07SS-08SS-09SITE STRUCTURES (SS)CODEDESCRIPTIONDETAILRELATEDDETAIL(S)SPEC.SECTION(S)COURT PERIMETER FENCE - 10FT H, CHAINLINKCOLOR: BLACK1/LC505CITY SECTION80-3COURT INTERNAL FENCE - 4FT H, CHAINLINKCOLOR: BLACK3/LC505CITY SECTION80-3WOOD RAIL FENCE - 3.5FT HPER CITY STD DETAIL #9050CITY SECTION80-2WOOD GUARDRAIL W/ MESH - 3.5FT H5/LC504CITY SECTION80-2METAL PICKET GUARDRAIL6/LC504SPORTS FIELD - 12FT H, WELDED WIRECOLOR: BLACK5/LC505CITY SECTION80-2RAMP HANDRAIL4/LC50405 7300STAIR HANDRAIL3/LC50405 7300METAL WALL RAILS4/LC50705 5000GATE AT COURT INTERNAL FENCE4FT W, SINGLE. COLOR:4/LC50532 3113GATE AT COURT PERIMETER FENCE4FT W, SINGLE. COLOR:2/LC50532 3113GATE AT SPORTS FIELD FENCE4FT W, COLOR:6/LC50532 3119VEHICULAR SWING GATE10FT W, DOUBLE LEAF8/LC50432 3118VEHICULAR GATE AT BRIDGE24FT W3/LC51305 5000FR-01FR-02FR-03FR-04FR-05FR-06FR-07FR-08FR-09FR-11FR-12FR-13FR-14FR-15FENCES, RAILINGS, AND GATES (FR)PARKING LOT / TENNISSTORAGE SHED AT PICKLEBALL COURTS32 3300SS-10CODEDESCRIPTIONDETAILRELATEDDETAIL(S)SPEC.SECTION(S)ENTRY MONUMENT SIGN2/LC509ACCESSIBLE PARKING SIGN6/LC509CITY SECTION84PARK HOURS SIGN3/LC509DOG ON LEASH SIGN4/LC509NO SMOKING SIGN5/LC509YIELD SIGNAGEENTRANCE SIGNR100B PER CALTRANS STANDARD A90APICKLEBALL COURT LAYOUT3/LC514PER SPECS32 1820TENNIS COURT LAYOUT2/LC514PER SPECS32 1820SI-01SI-02SI-03SI-04SI-05SI-06SI-07SI-09SI-10SIGNAGE AND STRIPING (SI)CODEDESCRIPTIONDETAILRELATEDDETAIL(S)SPEC.SECTION(S)POLE LIGHT PEDESTRIANSINGLE OR DUAL HEAD PER PLAN3/LC511CITY SECTION86POLE LIGHT - SPORTSSINGLE OR DUAL HEAD PER PLAN6/LC511BOLLARD LIGHT - 42" TALL5/LC51123/E303EV CHARGING STATIONSEE 18/E30218/E302LI-01LI-02LI-03LI-05SITE LIGHTING AND ELECTRICAL (LI)CODEDESCRIPTIONDETAILRELATEDDETAIL(S)SPEC.SECTION(S)BIORETENTION BASINPER CITY STD DETAIL #1010CC504STORM DRAIN INLETCC505CITY SECTION77-4ATRIUM/DOME GRATEF/CC501SLIM CHANNEL DRAINDRY WELL6/BP6.0ENERGY DISSIPATION STONEPER CITY STD DETAIL #1010C/CC501UNDER SIDEWALK DRAINDR-01DR-02DR-03DR-04DR-05DR-06DR-07DRAINAGE AND BIO-RETENTION (DR)CODEDESCRIPTIONDETAILRELATEDDETAIL(S)SPEC.SECTION(S)REFER TO SHEET CU101-102 FOR UNDERGROUNDUTILITY PLANSCITY SECTION77UT-01UNDERGROUND UTILITIES (UT)CODEDESCRIPTIONDETAILRELATEDDETAIL(S)SPEC.SECTION(S)PLANTING AREASEE LP101-LP104CITY SECTION20NATURAL TURFSEE LP101-LP104CITY SECTION20PL-01PL-02PLANTING AND IRRIGATION (PL)LC001N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC1-1417-11-C.dwg, LC001, Apr 02, 2025 7:21am, dknight RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPMASTER CONSTRUCTION SCHEDULEPAPAVING AND SURFACINGJOJOINTINGSRSTAIRS AND RAMPSWCWALLS AND CURBSSFSITE FURNISHINGSFRFENCES, RAILINGS AND GATESSSSITE STRUCTURESDRDRAINAGE AND BIO-RETENTIONJOINTINGSYMBOLDESCRIPTIONDETAILRELATEDDETAIL(S)SPEC.SECTION(S)PROPOSED IMPROVEMENTSECTIONKEYNOTE SYMBOLS MAY BE REPRESENTED ON THE PLANSWITH A KEYNOTE CALLOUT, HATCH OR LINETYPE.ITEM, TYPE AND DESCRIPTIONADDITIONAL DETAIL REFERENCE(S)(SECTIONS/ELEVATIONS, 3D DRAWINGS,TRANSITION OR CONNECTION DETAILS)SPECIFICATION REFERENCEPLPLANTING AND IRRIGATIONUTUNDERGROUND UTILITIESLISITE LIGHTING AND ELECTRICALSISIGNAGE AND STRIPINGPEPLAY EQUIPMENTMIMISCELLANEOUSSPSPECIALTYTHE MASTER CONSTRUCTION SCHEDULE LISTS THE PROPOSED IMPROVEMENTS REQUIRED TO CONSTRUCT THEPROJECT. WHILE THE LIST IS COMPREHENSIVE, WE DO NOT REPRESENT THAT IT INCLUDES ALL ELEMENTS NEEDED TOCONSTRUCT THE PROJECT. THE INFORMATION BELOW IS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY.THE FOLLOWING LIST OF PROPOSED IMPROVMENT SECTIONS HAVE BEEN INCORPORATED WITHIN THISDRAWING SET:'X' = DETAIL NUMBER'Y' = PAGE NUMBERXYKEYNOTE CALLOUTHATCHLINETYPEPRIMARY DETAIL CALLOUTRIGHETTI RANCH COMMUNITY PARKMASTER CONSTRUCTION SCHEDULEKEY TO MASTER CONSTRUCTION SCHEDULE*SEE LC002 FOR MASTER CONSTRUCTION SCHEDULE CONTINUATION CODEDESCRIPTIONDETAILRELATEDDETAIL(S)SPEC.SECTION(S)GEO ARENAPER SPECS11 6813TRIITOPIAPER SPECS11 6813FAIRVIEWPER SPECS11 6813TRIPLE BAY SWINGPER SPECS11 6813SPIDER WEBPER SPECS11 6813O'TANNENBAUMPER SPECS11 6813SEE-SAWPER SPECS11 6813EMBANKMENT SLIDEPER SPECS11 6813SPRING RIDERPER SPECS11 6813NESTPER SPECS11 6813TIGHT ROPEPER SPECS11 6813HORIZONTAL BARSPER SPECS11 6813WHITEWATERPER SPECS11 6813TUBULAR BELLSPER SPECS11 6813BABEL DRUMPER SPECS11 6813BELL LYREPER SPECS11 6813HARMONYPER SPECS11 6813PE-01PE-02PE-03PE-04PE-05PE-06PE-07PE-08PE-09PE-10PE-11PE-12PE-13PE-14PE-15PE-16PE-17PLAY EQUIPMENT (PE)CODEDESCRIPTIONDETAILRELATEDDETAIL(S)SPEC.SECTION(S)MULTI GOAL3/LC512PER SPECS11 6833BASKETBALL HOOP3/LC512PER SPECS11 6833BOCCE COURT1/LC51211 6833TENNIS NET & POSTS2/LC512PER SPECS11 6833PICKLEBALL NET & POSTS2/LC512PER SPECS11 6833PICKLEBALL COURT LAYOUT3/LC51411 6833BLEACHERS1/LC705PER SPECS11 6833REMOVABLE BOLLARDPER CITY STD DETAIL #7335SKATE DETERRANT ON WALL6/LC503PER SPECS32 3300MI-01MI-02MI-03MI-04MI-05MI-06MI-07MI-08MI-09MISCELLANEOUS (MI)CODEDESCRIPTIONDETAILRELATEDDETAIL(S)SPEC.SECTION(S)BIKE PUMP TRACKSEE BP-SHEETS32 180132 1802BIKE SKILLS TRACKSEE BP-SHEETS32 180132 1802TRASH ENCLOSURE (LOCKABLE)1/LC510SP-01SP-02SP-03SPECIALTY (SP)LC002N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC1-1417-11-C.dwg, LC002, Apr 02, 2025 7:21am, dknight RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPMASTER CONSTRUCTION SCHEDULE RIGHETTI RANCH COMMUNITY PARKMASTER CONSTRUCTION SCHEDULE - CONTINUED CONSTRUCTION SCHEDULE -AREA 1SYMBOLDESCRIPTIONDETAILEXPANSION JOINT4/LC501SCORE JOINT4/LC501GRADE BREAKJO-01JO-02JO-03JOINTING (JO)SYMBOLDESCRIPTIONDETAILPLANTING AREASEE LP101-LP104PL-01PLANTING AND IRRIGATION (PL)SYMBOLDESCRIPTIONDETAILBIORETENTION BASINPER CITY STD DETAIL #1010STORM DRAIN INLETATRIUM/DOME GRATEENERGY DISSIPATION STONEPER CITY STD DETAIL #1010DR-01DR-02DR-03DR-04DRAINAGE AND BIO-RETENTION (DR)SYMBOLDESCRIPTIONDETAILREFER TO SHEET CU101-102 FOR UNDERGROUNDUTILITY PLANSUT-01UNDERGROUND UTILITIES (UT)SYMBOLDESCRIPTIONDETAILTRASH ENCLOSURE (LOCKABLE)1/LC503SP-03SPECIALTY (SP)GBSYMBOLDESCRIPTIONDETAILCONCRETE PAVING - PEDESTRIANCOLOR: STANDARD GRAY. FINISH: MEDIUM BROOM1/LC501SPORTS COURTCOLOR, PER SPECS5/LC501BOCCE COURT SURFACE8/LC501PAVING AND SURFACING (PA)CODEDESCRIPTIONDETAILCMU WALLPER STRUCTURALWC-08WALLS AND CURBS (WC)CODEDESCRIPTIONDETAILSCULPTURAL BENCH - STULSF-10SITE FURNISHINGS (SF)CODEDESCRIPTIONDETAILWOOD RAIL FENCE - 3.5FT HPER CITY STD DETAIL #9050WOOD GUARDRAIL W/ MESH - 3.5FT H5/LC504VEHICULAR GATE AT BRIDGE24FT W3/LC513FR-03FR-04FR-15FENCES, RAILINGS, AND GATES (FR)CODEDESCRIPTIONDETAILACCESSIBLE PARKING SIGN6/LC509ENTRANCE SIGNR100B PER CALTRANS STANDARD A90ASI-02SI-07SIGNAGE AND STRIPING (SI)ROW 1 SEATROW 2 SEATROW 3 SEATROW 1 SEATROW 2 SEATROW 3 SEAT STOP GBGBGBGBGBGBGBGBGBGB GBGBGB GB GB GBGB GBGB GB GBGB GBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGB>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKNOPARKINGNOPARKINGNOPARKINGNOPARKINGC R E E K C H A N N E LC R E E K C H A N N E LS I D E W A L K PL PLPLPL PLPLLOWLOW LOWLOWLOWLOW LOWPLLOWPUE LI-01SS SSRWSSSSSSSSSSWWMWMIBIBEBS S TIBURON WAY EXISTING PRIVATE FENCING,PROTECT IN PLACEEXISTING PRIVATE FENCINGPROTECT IN PLACEPL-01SP-03PL-01DR-01WC-08PL-01PL-01FR-04PL-01PL-01PL-01ENLARGEMENT AREA BOUNDARY, SEE LC401FOR MULTI SPORT ENLARGEMENT PLANNORTHRESTROOMSEE A-1016'-0"TYP.4'-10"10'-0"DR-066'-0"12'-3"8'-9"7'-0"5'-8"2'-8"7'-6"6'-0"4'-0"4'-0"6'-0"6'-0"4'-8"6'-6"SI-02PL-01FR-04TYP.PL-01TYP. 2DR-03TYP.5'-0"PL-01LI-01LI-01LI-01TYP. 2LI-01TYP. 23'-0"FR-03FR-04REFER TO CS101 FOR ROADWAYAND PARKING LOT IMPROVEMENTSREFER TO CS101 FOR ROADWAYAND PARKING LOT IMPROVEMENTSTYP.EX. ELECTRICALEQUIPMENT TOREMAIN5'-0"6'-0"6'-2"6'-0"9'-2"5'-5"5'-8"6'-0"10'-5"5'-0"5'-0"8'-3"PATH TO EXISTING NEIGHBORHOOD.TIE INTO EXISTING DG AND PATCHBACK DG AS REQUIRED.SS-09FR-04PUBLIC UTILITYEASEMENT, TYP.2'-8"FR-15ENLARGEMENT AREA BOUNDARY,SEE LC403 FOR TENNIS COURTSENLARGEMENT PLAN5'-6"24'-0"DR-02TYP.DR-02TYP.8'-9" 6'-0"MATCHLINE, SEE SHEET LC102LC101LC101CONSTRUCTION PLAN N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC1-1417-11-C.dwg, LC101, Apr 03, 2025 10:49am, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPLC102LC103LC1041"=400'KEYMAP*HATCHED AREA REPRESENTSCURRENT SHEET0204060feet1"=20'10ENLARGEMENT AREA BOUNDARY, SEE LC403FOR TENNIS COURTS ENLARGEMENT PLAN CONSTRUCTION SCHEDULE -AREA 2CODEDESCRIPTIONDETAILEXPANSION JOINT4/LC501SCORE JOINT4/LC501GRADE BREAKJO-01JO-02JO-03JOINTING (JO)GBCODEDESCRIPTIONDETAILMOW CURB6/LC502WC-11WALLS AND CURBS (WC)CODEDESCRIPTIONDETAILWOOD RAIL FENCE - 3.5FT HPER CITY STD DETAIL #9050WOOD GUARDRAIL W/ MESH - 3.5FT H5/LC504FR-03FR-04FENCES, RAILINGS, AND GATES (FR)CODEDESCRIPTIONDETAILSHADE STRUCTURE AT VISTA(POLIGON HXE-28)PREFABRICATED BRIDGE (#1)MULTI-SPORT / PLAY / PICKLEBALLSS-03SS-07SITE STRUCTURES (SS)CODEDESCRIPTIONDETAILBIORETENTION BASINPER CITY STD DETAIL #1010STORM DRAIN INLETATRIUM/DOME GRATEENERGY DISSIPATION STONEPER CITY STD DETAIL #1010DR-01DR-02DR-03DR-06DRAINAGE AND BIO-RETENTION (DR)CODEDESCRIPTIONDETAILPLANTING AREASEE LP101-LP104NATURAL TURFSEE LP101-LP104PL-01PL-02PLANTING AND IRRIGATION (PL)CODEDESCRIPTIONDETAILREFER TO SHEET CU101-102 FOR UNDERGROUNDUTILITY PLANSUT-01UNDERGROUND UTILITIES (UT)CODEDESCRIPTIONDETAILPOLE LIGHT PEDESTRIANSINGLE OR DUAL HEAD PER PLAN3/LC511BOLLARD LIGHT - 42" TALL5/LC511EV CHARGING STATIONSEE 18/E302LI-01LI-03LI-05SITE LIGHTING AND ELECTRICAL (LI)CODEDESCRIPTIONDETAILENTRY MONUMENT SIGN2/LC509SI-01SIGNAGE AND STRIPING (SI)SYMBOLDESCRIPTIONDETAILCONCRETE PAVING - PEDESTRIANCOLOR: STANDARD GRAY. FINISH: MEDIUM BROOM1/LC501PAVING AND SURFACING (PA)CODEDESCRIPTIONDETAILTRASH RECEPTACLEBOULDER - SEE SYMBOL FOR DIAMETER (FT)1/LC509SF-11SF-16SITE FURNISHINGS (SF) GBGB GB GBGBGB GB GB GB GB GBGB GB GB GBGB GB GB GBGBGBGBGB GB GBGBGBGB GB GB GB GB GB GB GBGB>>>>>>>>>>> >>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKROW 1 SEATROW 2 SEATROW 3 SEATROW 1 SEATROW 2 SEATROW 3 SEATC R E E K C H A N N E LC R E E K C H A N N E L0'-6 12 "S I D E W A L KPLPLPLLOWLOWLOW LOWLOWLOW321PUESD S SS SS SS SS S SRW SSSSWCTVSSWVWVWVIBIBIBIBIBIBDTIBURON WAY PL-02DR-01DR-02DR-01DR-02PL-01PL-01WC-11SF-11FR-03FR-04FR-04PL-01ENLARGEMENT AREA BOUNDARY.SEE LC404 FOR CONSTRUCTION ENLARGEMENT PLAN, ANDSEE LC405 FOR PLAY EQUIPMENT ENLARGEMENT PLANSOUTHRESTROOMSEE A-101ENLARGEMENT AREA BOUNDARY.SEE LC402 FOR PICKLEBALL ENLARGEMENT PLANPL-01PL-01PL-01PL-01PL-01PL-01FR-04DR-068'-10"LI-03WC-11WC-11DR-03TYP.SS-07LI-03TYP. 65'-5"TYP. 4LI-01SI-01LI-01LI-01LI-01LI-01FR-03FR-04PROTECT EX. WIREFENCING IN PLACEFR-04REFER TO CS102 FOR ROADWAYAND PARKING LOT IMPROVEMENTS7'-0"7'-0 "5'-10"5'-10 "SS-03LI-01LI-03TYP. 3PUBLIC UTILITYEASEMENT, TYP.7'-0"9'-1"9'-6"SF-168'-9"6'-0"5'-6"5'-6"8'-9"5'-4"ROW 1 SEATROW 2 SEATROW 3 SEAT ROW 1 SEATROW 2 SEATROW 3 SEAT KEYMAPMATCHLINE, SEE SHEET LC103MATCHLINE, SEE SHEET LC101LC102CONSTRUCTION PLAN N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC1-1417-11-C.dwg, LC102, Apr 02, 2025 8:19am, dknight RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPLC101LC103LC1041"=400'*HATCHED AREA REPRESENTSCURRENT SHEETLC1020204060feet1"=20'10 CONSTRUCTION SCHEDULE -AREA 3SYMBOLDESCRIPTIONDETAILEXPANSION JOINT4/LC501SCORE JOINT4/LC501GRADE BREAKJO-01JO-02JO-03JOINTING (JO)SYMBOLDESCRIPTIONDETAILREFER TO SHEET CU101-102 FOR UNDERGROUNDUTILITY PLANSUT-01UNDERGROUND UTILITIES (UT)GBSYMBOLDESCRIPTIONDETAILCONCRETE PAVING - PEDESTRIANCOLOR: STANDARD GRAY. FINISH: MEDIUM BROOM1/LC501CONCRETE PAVING - VEHICULAR2/LC501CLASS II BASEPER CITY STD DETAIL #7040 (OPTION 2)PAVING AND SURFACING (PA)CODEDESCRIPTIONDETAILCONCRETE STAIRS1/LC504SR-01STAIRS AND RAMPS (SR)CODEDESCRIPTIONDETAILCHEEK WALLCONCRETE, COLOR: STANDARD GRAY, FINISH: ---.7/LC503MOW CURB6/LC502WC-06WC-11WALLS AND CURBS (WC)CODEDESCRIPTIONDETAILWOOD RAIL FENCE - 3.5FT HPER CITY STD DETAIL #9050WOOD GUARDRAIL W/ MESH - 3.5FT H5/LC504SPORTS FIELD - 12FT H, WELDED WIRECOLOR: BLACK5/LC505RAMP HANDRAIL8/LC504STAIR HANDRAIL3/LC504GATE AT SPORTS FIELD FENCE4FT W, COLOR:6/LC505VEHICULAR SWING GATE10FT W, DOUBLE LEAFFR-03FR-04FR-06FR-07FR-08FR-13FR-14FENCES, RAILINGS, AND GATES (FR)CODEDESCRIPTIONDETAILBIORETENTION BASINPER CITY STD DETAIL #1010STORM DRAIN INLETATRIUM/DOME GRATEENERGY DISSIPATION STONEPER CITY STD DETAIL #1010UNDER SIDEWALK DRAINDR-01DR-02DR-03DR-06DR-07DRAINAGE AND BIO-RETENTION (DR)CODEDESCRIPTIONDETAILPLANTING AREASEE LP101-LP104NATURAL TURFSEE LP101-LP104PL-01PL-02PLANTING AND IRRIGATION (PL)CODEDESCRIPTIONDETAILPOLE LIGHT PEDESTRIANSINGLE OR DUAL HEAD PER PLAN3/LC511EV CHARGING STATIONSEE 18/E302LI-01LI-05SITE LIGHTING AND ELECTRICAL (LI)CODEDESCRIPTIONDETAILACCESSIBLE PARKING SIGN6/LC509YIELD SIGNAGESI-02SI-06SIGNAGE AND STRIPING (SI)CODEDESCRIPTIONDETAILTRASH ENCLOSURE (LOCKABLE)1/LC510SP-03SPECIALTY (SP)GBGBGBGBGBGB GBGBGBGB GBGBGBGBGB GBGBNOPARKINGNOPARKINGS I D E W A L KPLPLLOWLOW LOWEVEVEVEVEVLOW PL EV CHARGINGEVEV(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)PUEPUESDSDCTVEBEBTIBURON WAYDR-01DR-02PL-02SP-03WC-11WC-11FR-06FR-06WC-11WC-11FR-06PL-01PL-01PL-01PL-01PL-01DR-06TYP.LI-05TYP. 3LI-05LI-05SI-02LI-01EXISTING PRIVACY FENCING,PROTECT IN PLACE.TYP.DR-03TYP.LI-01LI-01WC-06TYP. BOTH SIDESTYP. BOTH SIDESSI-06EX. ELECTRICALEQUIPMENT TOREMAINFR-14REFER TO CS103FOR ROADWAYAND PARKING LOTIMPROVEMENTSFR-137'-0"6'-7"PL-01LI-01FR-04PATH TO EXISTING NEIGHBORHOOD.TIE INTO EXISTING CONCRETE PATH,SEE DETAIL 3/LC501FR-03FR-04DR-02SR-01FR-08FR-07TYP. BOTH SIDESMI-08TYP. 3LI-01LI-01LI-01LI-01PL-01WC-01WC-01LI-01DR-07ROW 1 SEATROW 2 SEATROW 3 SEAT ROW 1 SEATROW 2 SEATROW 3 SEAT KEYMAPMATCHLINE, SEE SHEET LC102MATCHLINE, SEE SHEET LC104 LC103CONSTRUCTION PLAN N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC1-1417-11-C.dwg, LC103, Apr 02, 2025 8:20am, dknight RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPLC103LC101LC1041"=400'*HATCHED AREA REPRESENTSCURRENT SHEETLC1020204060feet1"=20'10LC103 CONSTRUCTION SCHEDULE -AREA 4SYMBOLDESCRIPTIONDETAILEXPANSION JOINT4/LC501SCORE JOINT4/LC501GRADE BREAKJO-01JO-02JO-03JOINTING (JO)SYMBOLDESCRIPTIONDETAILPLANTING AREASEE LP101-LP104PL-01PLANTING AND IRRIGATION (PL)SYMBOLDESCRIPTIONDETAILREFER TO SHEET CU101-102 FOR UNDERGROUNDUTILITY PLANSUT-01UNDERGROUND UTILITIES (UT)GBSYMBOLDESCRIPTIONDETAILCONCRETE PAVING - PEDESTRIANCOLOR: STANDARD GRAY. FINISH: MEDIUM BROOM1/LC501CONCRETE PAVING - VEHICULAR2/LC501CLASS II BASEPER CITY STD DETAIL #7040 (OPTION 2)PAVING AND SURFACING (PA)CODEDESCRIPTIONDETAILSEATWALLCONCRETE, COLOR: STANDARD GRAY, FINISH: ---.3/LC503WC-04WALLS AND CURBS (WC)CODEDESCRIPTIONDETAILBACKLESS BENCHTRASH RECEPTACLESF-05SF-11SITE FURNISHINGS (SF)CODEDESCRIPTIONDETAILWOOD RAIL FENCE - 3.5FT HPER CITY STD DETAIL #9050WOOD GUARDRAIL W/ MESH - 3.5FT H5/LC504FR-03FR-04FENCES, RAILINGS, AND GATES (FR)CODEDESCRIPTIONDETAILPREFABRICATED BRIDGE (#2)TO PUMP TRACKSS-08SITE STRUCTURES (SS)CODEDESCRIPTIONDETAILPOLE LIGHT PEDESTRIANSINGLE OR DUAL HEAD PER PLAN3/LC511LI-01SITE LIGHTING AND ELECTRICAL (LI)CODEDESCRIPTIONDETAILBIORETENTION BASINPER CITY STD DETAIL #1010STORM DRAIN INLETDRY WELLENERGY DISSIPATION STONEPER CITY STD DETAIL #1010DR-01DR-02DR-05DR-06DRAINAGE AND BIO-RETENTION (DR)CODEDESCRIPTIONDETAILBIKE PUMP TRACKSEE BP-SHEETSBIKE SKILLS TRACKSP-01SP-02SPECIALTY (SP) >>>>>>>>>>>>>>>>>>>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKPLPLPLPLLOW LOWLOWLOWLOWC R E E K C H A N N E LC R E E K C H A N N E LDR-01DR-02PL-01TIE INTO EXISTING CONCRETEPATH, SEE DETAIL 3/LC501FR-04FR-03PL-01SP-01SP-02PL-01PL-01PL-01TYP.FR-03FR-04FR-03FR-03SS-08WC-04LI-01LI-01LI-01LI-01LI-01DR-06SF-11TYP. 4TYP. 3SF-05SF-05PL-01PL-01PL-01PL-01DR-02LI-01BOTTOM OF SLOPE, TYP.LI-01DR-05TYP. 12EXISTING PRIVACY FENCING,PROTECT IN PLACE.WC-01SEE BP SHEETS FOR BIKE PUMPTRACK AREA CONSTRUCTIONSEE BP SHEETS FOR BIKE SKILLSTRACK AREA CONSTRUCTIONEX. DENSE EUCALYPTUS GROVE,PROTECT IN PLACE. VERIFYQUANTITY AND LOCATION OF TREETRUNKS IN FIELDEX. DENSE EUCALYPTUS GROVE,PROTECT IN PLACE. VERIFYQUANTITY AND LOCATION OF TREETRUNKS IN FIELDROW 1 SEATROW 2 SEATROW 3 SEAT ROW 1 SEATROW 2 SEATROW 3 SEAT MATCHLINE, SEE SHEET LC103 LC104CONSTRUCTION PLAN N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC1-1417-11-C.dwg, LC104, Apr 02, 2025 8:21am, dknight RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPLC101LC102LC103LC104*HATCHED AREA REPRESENTSCURRENT SHEET1"=400'KEYMAP0204060feet1"=20'10 SYMBOLDESCRIPTIONDETAILPLANTING AREASEE LP101-LP104PL-01PLANTING AND IRRIGATION (PL)SYMBOLDESCRIPTIONDETAILBIORETENTION BASINPER CITY STD DETAIL #1010STORM DRAIN INLETATRIUM/DOME GRATEENERGY DISSIPATION STONEPER CITY STD DETAIL #1010DR-01DR-02DR-03DR-04DRAINAGE AND BIO-RETENTION (DR)SYMBOLDESCRIPTIONDETAILCONCRETE PAVING - PEDESTRIANCOLOR: STANDARD GRAY. FINISH: MEDIUM BROOM1/LC501POST TENSIONED CONCRETE PAVING WITHSPORTS COURT SURFACING (2 COLORS + CITY LOGO)5/LC501BOCCE COURT SURFACE8/LC501PAVING AND SURFACING (PA)CODEDESCRIPTIONDETAILEXPANSION JOINT4/LC501SCORE JOINT4/LC501GRADE BREAKJO-01JO-02JO-03JOINTING (JO)GBCODEDESCRIPTIONDETAILCONCRETE STAIRS1/LC504SR-01STAIRS AND RAMPS (SR)CODEDESCRIPTIONDETAILSITE WALL - 8" WCONCRETE, COLOR: STANDARD GRAY, FINISH: ---.1/LC503SITE WALL - 12"CONCRETE, COLOR: STANDARD GRAY, FINISH: ---.2/LC503SEATWALLCONCRETE, COLOR: STANDARD GRAY, FINISH: ---.3/LC503TERRACED SEATWALL4/LC503DEEPENED CURB - 12" W9/LC502WC-01WC-02WC-04WC-07WC-12WALLS AND CURBS (WC)CODEDESCRIPTIONDETAIL6FT PICNIC TABLE6FT PICNIC TABLE (ADA)BACKLESS BENCHTRASH RECEPTACLEBIKE RACK - MULTISF-01SF-02SF-05SF-11SF-14SITE FURNISHINGS (SF)CODEDESCRIPTIONDETAILCOURT PERIMETER FENCE - 10FT H, CHAINLINKCOLOR: BLACK1/LC505WOOD GUARDRAIL W/ MESH - 3.5FT H5/LC504METAL PICKET GUARDRAIL6/LC504RAMP HANDRAIL4/LC504STAIR HANDRAIL3/LC504GATE AT COURT PERIMETER FENCE4FT W, SINGLE. COLOR:2/LC505VEHICULAR GATE AT BRIDGE24FT W3/LC513FR-01FR-04FR-05FR-07FR-08FR-12FR-15FENCES, RAILINGS, AND GATES (FR)CODEDESCRIPTIONDETAILACCESSIBLE PARKING SIGN6/LC509SI-02SIGNAGE AND STRIPING (SI)MISCELLANEOUS (MI)CODEDESCRIPTIONDETAILPOLE LIGHT PEDESTRIANSINGLE OR DUAL HEAD PER PLAN3/LC511POLE LIGHT - SPORTSSINGLE OR DUAL HEAD PER PLAN6/LC511EV CHARGING STATIONSEE 18/E302LI-01LI-02LI-05SITE LIGHTING AND ELECTRICAL (LI)CODEDESCRIPTIONDETAILNORTH RESTROOMSEE A-101SHADE STRUCTURE AT BOCCE COURTS1/LC702SS-01SS-04SITE STRUCTURES (SS)S CREEK SETBACKNOPARKINGNOPARKINGNOPARKINGEV CHARGINGEV CHARGINGEV CHARGINGEV CHARGINGEVEVEVPLPL SF-11SF-11SR-01FR-07FR-08MI-01FR-01WC-01MI-01FR-12SF-05SS-04MI-03SR-01SF-01SF-02PL-01PL-01PL-01PL-01PL-01FR-04DR-01DR-02SS-011LC513PL-01PL-01PL-01FR-01LI-05SI-02FR-01PL-01PL-01PL-01SR-01WC-01MI-02MI-02WC-04MI-09TYP.LI-01TYP. 3TYP. 3TYP. 3LI-01LI-02FR-08TYP. BOTHSIDESTYP. 2FR-12DR-06TYP.FR-08TYP. BOTHSIDESLI-02WC-01DR-03TYP.LI-01LI-01SF-14WC-01FR-05FR-05FR-05TYP.FR-04FR-04DR-03TYP.FR-05WC-07WC-02WC-02LI-02LI-02PL-01FR-07WC-01DR-04DR-04WC-01LI-02LI-02WC-02WC-02WC-01FR-15WC-12WC-12WC-12FR-01PL-01CODEDESCRIPTIONDETAILMULTI GOAL3/LC512BASKETBALL HOOP3/LC512BOCCE COURT1/LC512SKATE DETERRANT ON WALL6/LC503MI-01MI-02MI-03MI-09MISCELLANEOUS (MI)ROW 1 SEATROW 2 SEATROW 3 SEAT ROW 1 SEATROW 2 SEATROW 3 SEAT LC401ENLARGEMENT - MULTI SPORT COURTS N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC4-1417-11-C.dwg, LC401, Apr 02, 2025 8:40am, dknight RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPCONSTRUCTION SCHEDULE -MULTI SPORT AREAKEYMAP0102030feet1"=10'5LC4011"=400'*HATCHED AREA REPRESENTSCURRENT SHEET CTVD CREEK SETBACKROW 1 SEATROW 2 SEATROW 3 SEATROW 1 SEATROW 2 SEATROW 3 SEATS I D E W A L KPLLOWLOWLOWPUEFR-11SS-10FR-02SF-15MI-07TYP.FR-01TYP.SI-09TYP.SF-11TYP. 2TYP. 2TYP. 3SS-02FR-03PL-01FR-04SR-01DR-01PL-01PL-01PL-01PL-01PL-01SF-11LI-03LI-03LI-03LI-02PL-01LI-03LI-03LI-03LI-03LI-02LI-03LI-02TYP. 4TYP. 4FR-11FR-02TYP.TYP. 3LI-02TYP. 4FR-12FR-12FR-12FR-12TYP. 2TYP. 2FR-12MI-07LI-02TYP. 4SF-14SF-11FR-04DR-06WC-26WC-27WC-28WC-27WC-26WC-26WC-27WC-26C R E E KC H A N N E L2LC502WC-29LI-02LI-02WC-29LI-02TYP. 2FR-12TYP.MI-05TYP. 4MI-05TYP. 43LC501WC-12WC-12SYMBOLDESCRIPTIONDETAILCONCRETE PAVING - PEDESTRIANCOLOR: STANDARD GRAY. FINISH: MEDIUM BROOM1/LC501POST TENSIONED CONCRETE PAVING WITHSPORTS COURT SURFACING (2 COLORS + CITY LOGO)5/LC501PAVING AND SURFACING (PA)CODEDESCRIPTIONDETAILEXPANSION JOINT4/LC501SCORE JOINT4/LC501GRADE BREAKJO-01JO-02JO-03JOINTING (JO) PICKLEBALL COURTSGBCODEDESCRIPTIONDETAILCONCRETE STAIRS1/LC504SR-01STAIRS AND RAMPS (SR)CODEDESCRIPTIONDETAILDEEPENED CURB - 12" W9/LC502COURT WALL - A1/LC508COURT WALL - B2/LC508COURT WALL - C3/LC508COURT WALL - D4/LC508WC-12WC-26WC-27WC-28WC-29WALLS AND CURBS (WC)CODEDESCRIPTIONDETAILTRASH RECEPTACLEBIKE RACK - MULTIDRINKING FOUNTAIN / BOTTLE FILLER1/LC511SF-11SF-14SF-15SITE FURNISHINGS (SF)CODEDESCRIPTIONDETAILCOURT PERIMETER FENCE - 10FT H, CHAINLINKCOLOR: BLACK1/LC505COURT INTERNAL FENCE - 4FT H, CHAINLINKCOLOR: BLACK3/LC505WOOD RAIL FENCE - 3.5FT HPER CITY STD DETAIL #9050WOOD GUARDRAIL W/ MESH - 3.5FT H5/LC504GATE AT COURT INTERNAL FENCE4FT W, SINGLE. COLOR:4/LC505GATE AT COURT PERIMETER FENCE4FT W, SINGLE. COLOR:2/LC505FR-01FR-02FR-03FR-04FR-11FR-12FENCES, RAILINGS, AND GATES (FR)CODEDESCRIPTIONDETAILSOUTH RESTROOMSEE A-101STORAGE SHED AT PICKLEBALL COURTSSS-02SS-10SITE STRUCTURES (SS)CODEDESCRIPTIONDETAILBIORETENTION BASINPER CITY STD DETAIL #1010ENERGY DISSIPATION STONEPER CITY STD DETAIL #1010DR-01DR-06DRAINAGE AND BIO-RETENTION (DR)CODEDESCRIPTIONDETAILPLANTING AREASEE LP101-LP104PL-01PLANTING AND IRRIGATION (PL)CODEDESCRIPTIONDETAILPOLE LIGHT - SPORTSSINGLE OR DUAL HEAD PER PLAN6/LC511BOLLARD LIGHT - 42" TALL5/LC511LI-02LI-03SITE LIGHTING AND ELECTRICAL (LI)CODEDESCRIPTIONDETAILPICKLEBALL COURT LAYOUT3/LC514SI-09SIGNAGE AND STRIPING (SI)CODEDESCRIPTIONDETAILPICKLEBALL NET & POSTS2/LC512BLEACHERS1/LC705MI-05MI-07MISCELLANEOUS (MI)ROW 1 SEATROW 2 SEATROW 3 SEAT ROW 1 SEATROW 2 SEATROW 3 SEAT KEYMAPLC402ENLARGEMENT - PICKLEBALL COURTS N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC4-1417-11-C.dwg, LC402, Apr 02, 2025 8:06am, dknight RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPCONSTRUCTION SCHEDULE -PICKLEBALL COURTS0102030feet1"=10'5LC4021"=400'*HATCHED AREA REPRESENTSCURRENT SHEET C R E E K C H A N N E LLOWSF-14TYP.FR-07FR-12SF-11SF-05PL-01SR-01TYP., BOTH SIDESLI-02MI-04FR-01SF-05TYP. 4WC-26WC-27WC-28TYP. 3LI-02TYP. 3FR-02FR-02FR-01FR-12SI-10SI-10MI-04BEGINBEGINBEGIN3LC5022LC513WC-01WC-02WC-01FR-08TYP., BOTH SIDESFR-05PL-01FR-04LI-03LI-03LI-03LI-03LI-03LI-02TYP. 3TYP.DR-02DR-01FR-03PL-01FR-01SYMBOLDESCRIPTIONDETAILCONCRETE PAVING - PEDESTRIANCOLOR: STANDARD GRAY. FINISH: MEDIUM BROOM1/LC501POST TENSIONED CONCRETE PAVING WITHSPORTS COURT SURFACING (2 COLORS + CITY LOGO)5/LC501PAVING AND SURFACING (PA)CODEDESCRIPTIONDETAILEXPANSION JOINT4/LC501SCORE JOINT4/LC501GRADE BREAKJO-01JO-02JO-03JOINTING (JO)GBCODEDESCRIPTIONDETAILCONCRETE STAIRS1/LC504SR-01STAIRS AND RAMPS (SR)CODEDESCRIPTIONDETAILSITE WALL - 8" WCONCRETE, COLOR: STANDARD GRAY, FINISH: ---.1/LC503SITE WALL - 12"CONCRETE, COLOR: STANDARD GRAY, FINISH: ---.2/LC503COURT WALL - A1/LC508COURT WALL - B2/LC508COURT WALL - C3/LC508WC-01WC-02WC-26WC-27WC-28WALLS AND CURBS (WC)CODEDESCRIPTIONDETAILBACKLESS BENCHTRASH RECEPTACLEBIKE RACK - MULTISF-05SF-11SF-14SITE FURNISHINGS (SF)CODEDESCRIPTIONDETAILCOURT PERIMETER FENCE - 10FT H, CHAINLINKCOLOR: BLACK1/LC505COURT INTERNAL FENCE - 4FT H, CHAINLINKCOLOR: BLACK3/LC505WOOD RAIL FENCE - 3.5FT HPER CITY STD DETAIL #9050WOOD GUARDRAIL W/ MESH - 3.5FT H5/LC504METAL PICKET GUARDRAIL6/LC504RAMP HANDRAIL4/LC504STAIR HANDRAIL3/LC504GATE AT COURT PERIMETER FENCE4FT W, SINGLE. COLOR:2/LC505FR-01FR-02FR-03FR-04FR-05FR-07FR-08FR-12FENCES, RAILINGS, AND GATES (FR)CODEDESCRIPTIONDETAILBIORETENTION BASINPER CITY STD DETAIL #1010STORM DRAIN INLETDR-01DR-02DRAINAGE AND BIO-RETENTION (DR)CODEDESCRIPTIONDETAILPLANTING AREASEE LP101-LP104PL-01PLANTING AND IRRIGATION (PL)CODEDESCRIPTIONDETAILPOLE LIGHT - SPORTSSINGLE OR DUAL HEAD PER PLAN6/LC511BOLLARD LIGHT - 42" TALL5/LC511LI-02LI-03SITE LIGHTING AND ELECTRICAL (LI) CODEDESCRIPTIONDETAILTENNIS COURT LAYOUT2/LC514SI-10SIGNAGE AND STRIPING (SI)CODEDESCRIPTIONDETAILTENNIS NET & POSTS2/LC512MI-04MISCELLANEOUS (MI)ROW 1 SEATROW 2 SEATROW 3 SEAT ROW 1 SEATROW 2 SEATROW 3 SEAT KEYMAPLC403ENLARGEMENT - TENNIS COURTS N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC4-1417-11-C.dwg, LC403, Apr 02, 2025 8:07am, dknight RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPCONSTRUCTION SCHEDULE -TENNIS COURTS0102030feet1"=10'5LC4031"=400'*HATCHED AREA REPRESENTSCURRENT SHEET SYMBOLDESCRIPTIONDETAILEXPANSION JOINT4/LC501SCORE JOINT4/LC501GRADE BREAKJO-01JO-02JO-03JOINTING (JO)SYMBOLDESCRIPTIONDETAILPOLE LIGHT PEDESTRIANSINGLE OR DUAL HEAD PER PLAN6/LC511BOLLARD LIGHT - 42" TALLSEE 23/E303LI-02LI-04SITE LIGHTING AND ELECTRICAL (LI)SYMBOLDESCRIPTIONDETAILPLANTING AREASEE LP101-LP104PL-01PLANTING AND IRRIGATION (PL)GBSYMBOLDESCRIPTIONDETAILCONCRETE PAVING - PEDESTRIANCOLOR: STANDARD GRAY. FINISH: MEDIUM BROOM1/LC501POURED IN PLACE RUBBER SURFACING7/LC501ENGINEERED WOOD FIBER SURFACING6/LC501PAVING AND SURFACING (PA)CODEDESCRIPTIONDETAILCONCRETE STAIRS1/LC504SR-01STAIRS AND RAMPS (SR)CODEDESCRIPTIONDETAIL6FT PICNIC TABLE6FT PICNIC TABLE (ADA)4FT ROUND TABLEBACKED BENCH10/LC502SCULPTURAL BENCH - FORTUNATOSCULPTURAL BENCH - TWIGSCULPTURAL BENCH - EXTASISCULPTURAL BENCH - STULTRASH RECEPTACLEBBQ GRILLSF-01SF-02SF-03SF-06SF-07SF-08SF-09SF-10SF-11SF-12SITE FURNISHINGS (SF)CODEDESCRIPTIONDETAILWOOD GUARDRAIL W/ MESH - 3.5FT H5/LC504METAL PICKET GUARDRAIL6/LC504RAMP HANDRAIL4/LC504STAIR HANDRAIL3/LC504FR-04FR-05FR-07FR-08FENCES, RAILINGS, AND GATES (FR)CODEDESCRIPTIONDETAILSEATWALLCONCRETE, COLOR: STANDARD GRAY, FINISH: ---.3/LC503SEATWALL AT PICNIC SHADE STRUCTURECONCRETE, COLOR: STANDARD GRAY, FINISH: ---.5/LC503DEEPENED CURB - 12" W9/LC502PLAY WALL - A1/LC506PLAY WALL - B2/LC506PLAY WALL - C3/LC506PLAY WALL - D4/LC506PLAY WALL - E5/LC506PLAY WALL - F6/LC506PLAY WALL - G7/LC506PLAY WALL - H8/LC506PLAY WALL - I1/LC507PLAY WALL - J2/LC507PLAY WALL - K3/LC507PLAY WALL - L10/LC506WC-04WC-05WC-12WC-14WC-15WC-16WC-17WC-18WC-19WC-20WC-21WC-22WC-23WC-24WC-25WALLS AND CURBS (WC) PLAY AREACODEDESCRIPTIONDETAILSHADE STRUCTURE AT PICNIC AREA1/LC703SHADE STRUCTURE AT PLAY AREA1/LC704SS-05SS-06SITE STRUCTURES (SS) PLAY AREACREEK SETBACK0'-6 12 " LOW 7LC502WC-04WC-04SS-06SS-06SF-11SF-11WC-05PL-01SF-12PL-01SF-12SF-02SF-01TYP. 7SF-03SF-11SF-06SF-06SF-07FR-08SR-01FR-08TOP OF SLOPETOP OF SLOPE7LC502SS-06SF-08SF-09PL-01PL-01PL-01PL-01SF-06FR-04SF-08PL-01PL-01PL-01PL-01PL-01PL-01PL-01TYP. 2SF-09TYP. 2LI-01SF-10TYP. 4SF-10SF-09TYP. 21LC502FR-04FR-04LI-01TYP.LI-01WC-14WC-14WC-15WC-16WC-17WC-18WC-19WC-20WC-21WC-22WC-23WC-24WC-25C R E E KC R E E K C H A N N E LC H A N N E LTOP OF SLOPETOP OF SLOPEBOTTOM OF SLOPESEE LC404 FORPLAY EQUIPMENTLI-01LI-01LI-01LI-01LI-01FR-08WC-048LC502FR-05LI-01LI-01WC-12TYP.FR-07SS-05ROW 1 SEATROW 2 SEATROW 3 SEAT ROW 1 SEATROW 2 SEATROW 3 SEAT KEYMAPLC404ENLARGEMENT - PLAYGROUND CONSTRUCTION PLAN N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC4-1417-11-C.dwg, LC404, Apr 02, 2025 8:08am, dknight RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPCONSTRUCTION SCHEDULE -PLAY AREA0102030feet1"=10'5LC404/LC4051"=400'*HATCHED AREA REPRESENTSCURRENT SHEET*SEE LC404 FOR PLAY EQUIPMENT TYPEAGECLIMBER5-12COMPOSITE5-12COMPOSITE2-5SWING5-12NET5-12SPINNER5-12ROCKING5-12SLIDE5-12ROCKING2-5SPINNER2-5BALANCE5-12CLIMBER5-12CLIMBER5-12MUSIC2-12MUSIC2-12MUSIC2-12MUSIC2-12SYMBOLDESCRIPTIONGEO ARENATRIITOPIAFAIRVIEWTRIPLE BAY SWINGSPIDER WEBO'TANNENBAUMSEE-SAWEMBANKMENT SLIDESPRING RIDERNESTTIGHT ROPEHORIZONTAL BARSWHITEWATERTUBULAR BELLSBABEL DRUMBELL LYREHARMONYPE-01PE-02PE-03PE-04PE-05PE-06PE-07PE-08PE-09PE-10PE-11PE-12PE-13PE-14PE-15PE-16PE-17PLAY EQUIPMENT (PE) 4.CONTRACTOR TO VERIFY ALL USE ZONE DIMENSIONS AND ALLOWABLEOVERLAP PER MANUFACTURER AND ASTM F-1487.5.PLAY EQUIPMENT USE ZONES SHALL ONLY OCCUR OVER IMPACTATTENUATING SURFACING. USE ZONE SHALL NOT EXTEND OUT ONTOCONCRETE OR OTHER SITE BUILT ELEMENTS. USE ZONES SHALL NOT OVERLAPEACH OTHER MORE THAN SHOWN ON THE PLAN. CONTRACTOR TO VERIFYUSE ZONE EXTENTS BEFORE INSTALLATION OF PLAY EQUIPMENT.6.MAX FH = MAXIMUM FALL HEIGHT OF EACH PIECE OF PLAY EQUIPMENT PERMANUFACTURER. THE FALL HEIGHT OF THE PLAY EQUIPMENT DETERMINES THEREQUIRED BASEMAT THICKNESS OF THE PIP RUBBER SURFACING, OR THECRITICAL FALL HEIGHT OF THE SURFACING. THIS THICKNESS MAY VARYTHROUGHOUT THE PLAYGROUND AREA, AND IS DETERMINED BY THE PIECEOF EQUIPMENT WITH THE HIGHEST FALL HEIGHT.PER ASTM F-1292, THE CRITICAL FALL HEIGHT OF THE SURFACING SHALL BEGREATER THAN OR EQUAL TO THE MAXIMUM FALL HEIGHT OF THEPLAYGROUND EQUIPMENT.AN EXAMPLE OF ONE MANUFACTURER'S FALL HEIGHT VS. CRITICAL FALLHEIGHT IS AS FOLLOWS:4' FH = 1.5" BASEMAT THICKNESS5' FH = 2" BASEMAT THICKNESS6' FH = 2.5" BASEMAT THICKNESS8' FH = 3" BASEMAT THICKNESS10' FH = 3.75" BASEMAT THICKNESS12' FH = 5" BASEMAT THICKNESSCONTRACTOR SHALL VERIFY WITH RUBBER SURFACING MANUFACTURERTHE REQUIRED BASEMAT THICKNESS IN EACH AREA OF THE PLAYGROUND.7.MUSIC, GAME AND SENSORY EQUIPMENT ARE NOT CONSIDEREDPLAYGROUND EQUIPMENT AND THEREFORE DO NOT HAVE USE ZONEREQUIREMENTS.- LOCATE PLAY EQUIPMENT PER HORIZONTAL CONTROL PLAN, CH107.8.SEE SPECIFICATIONS FOR PLAY EQUIPMENT MANUFACTURERS.9.ALL PLAYGROUND EQUIPMENT SHALL INCLUDE MANUFACTURER'S LABEL TODISPLAY RECOMMENDED AGE RANGE.PLAY EQUIPMENT USE ZONE PER ASTM F-1487-22* PLAY EQUIPMENT TYPE IS DEFINED BY THE U.S. ACCESS BOARD SUMMARY OFACCESSIBLE GUIDELINES FOR PLAY AREAS. DIFFERENT "TYPES" OF PLAYCOMPONENTS ARE BASED ON THE GENERAL EXPERIENCE PROVIDED BY THE PLAYCOMPONENT, SUCH AS ROCKING, SWINGING, CLIMBING, SPINNING ANDSLIDING.PLAYGROUND LEGENDCREEK SETBACK0'-6 12 "LOWPE-01PE-02PE-03PE-05PE-06PE-07PE-08PE-09PE-10PE-11PE-12PE-04PE-08PE-13PE-14PE-15PE-16PE-17C R E E KC R E E K C H A N N E LC H A N N E L ROW 1 SEATROW 2 SEATROW 3 SEAT ROW 1 SEATROW 2 SEATROW 3 SEAT KEYMAPLC405ENLARGEMENT - PLAY EQUIPMENT PLAN N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC4-1417-11-C.dwg, LC405, Apr 02, 2025 8:09am, dknight RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPPLAY EQUIPMENT SCHEDULEPLAYGROUND NOTES0102030feet1"=10'5LC404/LC4051"=400'*HATCHED AREA REPRESENTSCURRENT SHEET LC501CONSTRUCTION DETAILS N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC5-1417-11-C.dwg, LC501, Apr 01, 2025 4:28pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPCONCRETE PAVING - PEDESTRIAN1 1/2" = 1'-0"FSFLUSH AT PAVING 1" AT TURF 2" AT PLANTERFG 5"#3 REBAR BOTHWAYS @ 24" O.C.NOTES:1.UNLESS OTHERWISE NOTED ON PLANS, PROVIDE TOOLED CONTRACTION JOINTS AT 10' INTERVALS ANDEXPANSION JOINTS AT 20' INTERVALS. INSTALL ISOLATION JOINTS ADJACENT TO VERTICAL ELEMENTS.SUBGRADE @ 90% RELATIVECOMPACTIONCLASS 2 AGG. BASE @ 95%RELATIVE COMPACTION1'-0"FSFG2'-8"PROVIDE EXTENDED TURNDOWN EDGE WHEREADJACENT PAVING IS WITHIN 2'-0" OF A 4:1SLOPE OR STEEPER SLOPE. EXTEND TURNDOWNEDGE TO 3" MIN. BELOW BOTTOM OF AGG.BASE AND INTO SUBGRADE OF SOILS.12'1/2" RADIUS, TYP.6"x12" RAISED CURB & FENCEWHERE SHOWN ON PLANSEXTEND REINF. INTOTURNDOWN EDGE,CENTERED IN CURB.BEND AROUND FENCEPOSTS, WHERE OCCURS2'-0" 6"STANDARD CONDITIONALTERNATE EDGE CONDITIONRRM-1400-1417.11C-7316"24"8"6"1" AT TURF /SYNTHETIC TURFNOTES:1.UNLESS NOTED OTHERWISE ON THE PLANS, PROVIDE TOOLED CONTRACTION JOINTS AT 10' INTERVALS ANDEXPANSION JOINTS AT 20' INTERVALS. INSTALL ISOLATION JOINTS ADJACENT TO VERTICAL ELEMENTS.2.REFER TO SOILS ENGINEERING REPORT #SL07509-15 FOR ADDITIONAL INFORMATION.12" 2" AT PLANTER AREAS SUBGRADE AT 90%RELATIVE COMPATIONCLASS 2 AGGREGATEBASE, 95% COMPACTION#3 REBAR @ 24"O.C. BOTHWAYSCENTERED IN SLABTHICKENED EDGE,TYP.1/2" TOOLED EDGECONCRETE PAVING - VEHICULAR1 1/2" = 1'-0"2RRM-1400-1417.11C-71RRM-1400-1417.11C-712CONCRETE PAVING - NEW TO EXISTING3" = 1'-0"NEW CONCRETE PAVING,SEE PLAN FOR TYPE.SET FLUSH WITH EXISTINGCONCRETE.12" X 12" SMOOTH STEEL DOWEL WITHSLEEVE @ 24" O.C., TWO MINIMUMPER JOINT.DRILL HOLE IN EXISTINGPAVING AND EMBEDBAR WITH HIGHSTRENGTH EPOXYCAULKING4" MINEXISTING CONCRETEPAVINGASPHALT EXPANSIONJOINT FILLER3RRM-1400-1417.11C-18CONCRETE JOINTS1 1/2" = 1'-0"3/16" WIDE CUT x 1/3 DEPTH OF SLABCONTRACTION JOINTCONSTRUCTION/COLD JOINTEXPANSION JOINTNOTES:1.REFER TO PLANS FOR JOINTLOCATIONS/LAYOUT.2.PROVIDE ISOLATION JOINT AGAINSTALL PREVIOUSLY CONSTRUCTEDFIXED ELEMENTS.3.INSTALL MANUFACTURED DOWELSYSTEMS PER MANUFACTURER'SINSTRUCTIONS.4.SEAL ALL ISOLATION ANDEXPANSION JOINTS PERSPECIFICATIONS.ISOLATION JOINT1/2" ASPHALT EXPANSION JOINT,RECESS 1/4" FROM FINISH SURFACE,CAULK JOINTPREVIOUSLY CONSTRUCTED FIXED ELEMENT1/2" x 10" DOWEL @24" O.C. UNLESSOTHERWISE NOTEDR1/8"1/2" ASPHALT EXPANSION JOINT,RECESS 1/4" FROM FINISH SURFACE,CAULK JOINTR1/8"PRE-FORMED KEY4RRM-1400-1417.11C-702'-0"SPORTS COURT SURFACING1 1/2" = 1'-0"CLASS II BASE AT 95%RELATIVE COMPACTIONPOST-TENSIONED STRANDS,SEE PT SHEETS FOR DETAILSROLL ON SPORTS COURTSURFACING, PERSPECIFICATIONS.INSTALL PER MANUFACTURERSRECOMMENDATION.15 MIL VAPOR BARRIERSAND BASE LAYER, SEE PT SHEETSFOR DETAILSSUBGRADE @ 90% RELATIVECOMPACTIONNOTEINSTALL COURT SURFACING CRACK &JOINT SEALANT ON ALL CRACKSLARGER THAN 18" PRIOR TO APPLYINGSURFACING5RRM-1400-1417.11C-69ENGINEERED WOOD FIBER SURFACING1" = 1'-0"NOTES:1.EWF MINIMUM COMPACTED DEPTH: 12" MIN. (15" MIN. UNCOMPACTED).2.CONTRACTOR WILL INITIALLY PLACE 15" OF EWF (3" ABOVE PROPOSED EWFF.G. AS SHOWN ABOVE AND ON THE GRADING PLAN) AND COMPACT INACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ASDIRECTED BY THE ENGINEER.3.CHANGES IN LEVEL BETWEEN 14" HIGH MINIMUM AND 12" HIGH MAXIMUM SHALLBE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2.INITIAL DEPTH = 3" ABOVE F.G. 6"SEENOTE 1 1"PROVIDE 3" EWF OVERFILLAT INITIAL INSTALLATIONFINISHED EWF GRADE, AFTERFULL COMPACTIONADJACENT CURB / WALKCLASS 2 AGGREGATEBASE @ 95% RELATIVECOMPACTIONFILTERFABRICUNCOMPACTED NATIVE SUBGRADECOMPACTEDENGINEEREDWOOD FIBERSLOPE SUBGRADE TO DRAIN,SEE PER GRADING PLANSOR 15"6RRM-1400-1417.11C-92VARIES, SEE NOTES 1 & 2NOTES:1.CONTRACTOR SHALL CONTACT MANUFACTURER TO DETERMINE FALL HEIGHT FOR SPECIFIED PLAYEQUIPMENT IN EACH AREA OF RUBBER SURFACING.2.CRITICAL FALL HEIGHT OF SURFACING SHALL MEET OR EXCEED FALL HEIGHT OF EQUIPMENT. INSTALLSURFACING TO REQUIRED THICKNESS TO MEET THIS CRITICAL FALL HEIGHT.3.CONTRACTOR SHALL SUPPLY ALL TEST DATA TO THE CITY OR THE CITY'S AUTHORIZED REPRESENTATIVE FORREVIEW PRIOR TO INSTALLATION.4.SEE CONSTRUCTION PLANS FOR COLOR.5.SEE SPECIFICATIONS FOR RUBBER SURFACING PRODUCT, GRANULE SIZE AND BINDER TYPE.POURED-IN-PLACE RUBBER3/4" = 1'-0"SUBGRADE @ 90%RELATIVE COMPACTIONRUBBER BASE COURSE (BUFFINGS)CLASS 2 AGGREGATEBASE @ 95% RELATIVECOMPACTIONF.S.COLORED WEAR COURSEADJACENTSURFACEPER PLANFLUSH7RRM-1400-1417.11C-93BOCCE COURT SURFACE1 1/2" = 1'-0"6"AT CENTER4"ATEDGE4" PERFORATED DRAIN PIPESTABILIZED DECOMPOSEDGRANITE PAVINGPEA GRAVELFILTER FABRICNATIVE SUBGRADE @ 90%RELATIVE COMPACTIONNOTES:1.CONTRACTOR SHALL ENSURE FINISH OF BOCCE BALL COURT IS EVEN FORPLAYING PURPOSES.2.CONTRACTOR TO CONSULT WITH THE UNITED STATES BOCCE FEDERATION (USBF)FOR DETAILED COURT CONSTRUCTION. WWW.USBF.US4"8RRM-1400-1417.11C-151 LC502N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC5-1417-11-C.dwg, LC502, Apr 01, 2025 5:11pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPCONSTRUCTION DETAILSFLUSHSPORTS COURT SLAB AT CONCRETE PAVING1 1/2" = 1'-0"REFER TO STRUCTURAL DETAIL32/S-312 FOR REINFORCEMENTAND FOOTING INFORMATIONPOST-TENSIONED STRANDS,SEE PT SHEETS FOR DETAILS1LC501CONCRETEPAVING -PEDESTRIAN5LC501SPORTS COURTSURFACINGFLUSH3/4" x 14" SMOOTH ROUND DOWEL @ 12" O.C.CENTERED IN JOINT & LIGHTLY GREASED ON (1)SIDE.1LC505COURT PERIMETER FENCE -10FT H, CHAINLINKEXTEND COURT SURFACINGTO OUTER EDGE OFPERIMETER WALL/CURB, TYP2RRM-1400-1417.11C-110SPORTS COURT SLAB AT PLANTER AREA1 1/2" = 1'-0"1LC505COURT PERIMETER FENCE- 10FT H, CHAINLINK(WHERE OCCURS ON PLAN)FLUSH2"REFER TO STRUCTURALDETAIL 32/S-312 FORREINFORCEMENT ANDFOOTING INFORMATIONPOST-TENSIONED STRANDS,SEE PT SHEETS FOR DETAILS3/4" x 14" SMOOTH ROUND DOWEL @ 12" O.C.CENTERED IN JOINT & LIGHTLY GREASED ON (1)SIDE.EXTEND COURT SURFACINGTO OUTER EDGE OFPERIMETER WALL/CURB, TYPRRM-1400-1417.11C-1453MOW CURB1 1/2" = 1'-0"NOTES:1.PROVIDE CONTRACTION JOINT EVERY 10' MAX.2.PROVIDE EXPANSION JOINT EVERY 20' MAX.3.SPACE JOINTS EVENLY BETWEEN BEGINNING AND END POINTS.8"COMPACT TOP 12" OF NATIVE SOIL@ 90% RELATIVE COMPACTION12"1/2" RADIUS, TYP.PC CONCRETE WITH MEDIUM BROOMFINISH, PERP. TO DIRECTION OF CURB1/2" RADIUS, TYP.1" IN TURF5LC504WOOD GUARDRAIL W/MESH - 3.5FT H(WHERE OCCURS)2" IN PLANTING AREA14"1" IN TURF2" IN PLANTING AREA8"(1) #4 REBAR, CONT.HORIZ.,CENTERED IN CURB,BEND AROUND FENCEPOSTS, WHEREOCCURS.PC CONCRETE WITH MEDIUM BROOMFINISH, PERP. TO DIRECTION OF CURB(1) #4 REBAR, CONT. HORIZ.,CENTERED IN CURB. BEND AROUNDFENCE POSTS, WHERE OCCURSCOMPACT TOP12" OF NATIVESOIL @ 90%RELATIVECOMPACTION5LC505SPORTS FIELD FENCE8' CLR FORMOWERS3"CLR,TYP.CLASS IIAGGREGATE BASE@95% RELATIVECOMPACTION6"MOW CURB ATMAIN FIELD6"CLASS II AGGREGATE BASE @95% RELATIVECOMPACTIONMOW CURB ATVISTA GRASS AREARRM-1400-1417.11C-016PLANTER CURB1 1/2" = 1'-0"VARIES, PERGRADINGPLAN12"NOTES:1.PROVIDE CONTRACTION JOINT EVERY 10' MAX.2.PROVIDE EXPANSION JOINT EVERY 20' MAX.3.SPACE JOINTS EVENLY BETWEEN BEGINNING AND END POINTS.CONCRETE, MEDIUM BROOM FINISH,PERP. TO DIRECTION OF CURB(3) #4 REBAR, HORIZ.,CONT., TYP.#4 REBAR, VERT.@ 18" O.C.1/2" RAD. EDGES, TYP.SUBGRADE @ 95%RELATIVE COMPACTIONADJACENT SURFACING,PER PLANPLANTER AREA6'5RRM-1400-1417.11C-96POURED-IN-PLACE RUBBER AT SLOPE1 1/2" = 1'-0"7LC501POURED-IN-PLACERUBBER1LC501CONCRETE PAVING -PEDESTRIAN2'-0"1'-6"RADIUS @ TOPOF SLOPE, TYP.RADIUS @ TOPOF SLOPE, TYP.SLOPE PERGRADING PLAN#4 REBAR @18" O.C. BOTH WAYSCONCRETE SUB-BASE, 4.5" MIN. THICKCLASS 2 AGGREGATE BASE @95%RELATIVE COMPACTION, 4.5" THICKCOMPACTED SUBGRADE@95% RELATIVE COMPACTIONFLUSHRRM-1400-1417.11C-517NOTES:1.THICKNESS OF WEAR/BASE COURSE VARIES PERMANUFACTURER'S INSTRUCTIONS.2.LIMIT OF RUBBER SURFACING SHOWN ON PLANS ISRUBBER ANGLE-POINT.FULL DEPTH OF EWF 1/2" MAX. 7" ANGLE POINT OF SURFACING SHOWN ON PLAN 1'-10"30°SEE NOTE A4"RUBBER AT LOOSE FILL1" = 1'-0"1'-0"SUBGRADE @ 90% RELATIVECOMPACTION#3 REBAR @ 18" O.C. BOTHWAYS, CENTERED INCONCRETE SLAB.FSFG6LC501ENGINEEREDWOOD FIBERSURFACING7LC501POURED-IN-PLACERUBBERLAP FILTER FABRIC MIN 12"RRM-1400-1417.11C-1974RIP AND COMPACT TOP 8"OF SUBGRADE TO 95%RELATIVE COMPACTION2'-4" 1"1" = 1'-0"CONCRETE EDGE AT ENGINEERED WOOD FIBER6LC501ENGINEEREDWOOD FIBERSURFACING1LC501CONCRETE PAVING -PEDESTRIANCONCRETE W/ MEDIUM BROOM FINISH1/2" RADIUS, TYP.8"#3 REBAR AT 16" O.C. VERT.,CENTERED IN CURB.(3) #3 REBAR, CONT. HORIZ.1RRM-1400-1417.11C-07TAPER WEARING COURSE AT EDGE, PERMANUFACTURER SPECIFICATIONSFLUSHPOURED-IN-PLACE RUBBER TO CONCRETE PAVING1 1/2" = 1'-0"1LC501CONCRETE PAVING -PEDESTRIAN7LC501POURED-IN-PLACERUBBERRRM-1400-1417.11C-278DEEPENED CURB - 12" W1 1/2" = 1'-0"VARIES, PERGRADINGPLAN48"NOTES:1.PROVIDE CONTRACTION JOINT EVERY 10' MAX.2.PROVIDE EXPANSION JOINT EVERY 20' MAX.3.SPACE JOINTS EVENLY BETWEEN BEGINNING AND END POINTS.#4 REBAR BOTH WAYS @ 18"O.C., CENTERED IN CURB.BEND AROUND FENCE POSTS,WHERE OCCURS1/2" RAD. EDGES, TYP.SUBGRADE @ 95%RELATIVE COMPACTIONADJACENTSURFACING,PER PLANFS1LC501CONCRETE PAVING -PEDESTRIAN12"FENCE & POST SLEEVE,WHERE OCCURS ON PLANRRM-1400-1417.11C-2179SURFACE MOUNT PER MANUFACTURER.TOP OF FOOTING SHALL BE 3" BELOW F.S., TYP.FS2", TYP.CONCRETE SLAB FOOTING,PER MANUFACTURERFURNISHINGS PER PLANFURNISHINGS AT PLAY SURFACING1" = 1'-0"3" SPACER, TO SPAN FULL DEPTHOF RUBBER SURFACING4"4"TYP.7LC501POURED-IN-PLACERUBBER3" CLR.,ALL SIDESTYP.10RRM-1400-1417.11C-218 LC503CONSTRUCTION DETAILS N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC5-1417-11-C.dwg, LC503, Apr 02, 2025 8:51am, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MP1/2" RADIUS ALL EDGES,TYP.PER GRADING PLANADJACENT SURFACE,PER PLANFSFG3/4" Ø X 14" SMOOTH ROUNDDOWEL @ 12" O.C., CENTEREDIN JOINT, & LIGHTLY GREASEDON (1) SIDE TYP.EXPANSION JOINT, TYP.COMPACTED SUBGRADE @95% RELATIVE COMPACTION1'-0"SITE WALL - 8" W3/4" = 1'-0"PER GRADING PLAN 1LC501CONCRETEPAVING -PEDESTRIANCONCRETE WITH SMOOTH RUBBEDFINISH ON ALL EXPOSED SURFACES1/2" RADIUS ALL EDGES, TYP.8"PER GRADING PLAN DRAINAGE SWALE,GRADING PER CIVILFSFG3/4" Ø X 14" SMOOTH ROUNDDOWEL @ 12" O.C., CENTEREDIN JOINT, & LIGHTLY GREASEDON (1) SIDE TYP.EXPANSION JOINT, TYP.COMPACTED SUBGRADE @95% RELATIVE COMPACTION1'-0"SEE DETAIL 22/S-312 FORREINFORCEMENT ANDFOOTING INFORMATION1LC501CONCRETEPAVING -PEDESTRIANCONCRETE WITH SMOOTHRUBBED FINISH ON ALLEXPOSED SURFACESSTANDARD CONDITION - NO RETENTIONALTERNATE CONDITION - RETAINING8"1RRM-1400-1417.11C-1061/2" RADIUS ALL EDGES, TYP.1'-6"FSCOMPACTED SUBGRADE @ 95%RELATIVE COMPACTIONSEATWALL3/4" = 1'-0"1'-6"1/2" RADIUS ALL EDGES, TYP.1'-6"ADJACENT RAISEDPLANTER, PER PLANFSCOMPACTED SUBGRADE @ 95%RELATIVE COMPACTIONAMENDEDBACKFILL MIXWATERPROOFINGAT BACK OF WALL1.5" DRAIN ROCKAND 4" HDPE PERF.PIPE WRAPPED INLANDSCAPE FABRIC,WHERE PLANTERAREA OCCURS.CONNECT TOSTORM DRAIN, PERGRADING PLAN.1'-0"1'-0"1'-6" 2"STANDARD CONDITION - NO RETENTIONADJACENT SURFACE,PER PLANSTANDARD CONDITION - RETAINING1'-0"7LC501POURED-IN-PLACERUBBERADJACENT PLAYSURFACE, PER PLANEXPANSION JOINT, TYP.3" CLR.,TYP.EXPANSION JOINT, TYP.CONCRETE WALLREINFORCEMENTAND FOOTING, PERDETAIL 42/S-312RRM-1400-1417.11C-983CONCRETE WITH SMOOTHRUBBED FINISH ON ALLEXPOSED SURFACES.COMPACTED SUBGRADE @95% COMPACTIONTERRACED SEATWALL3/4" = 1'-0"1'-6"6"3'-0"FSFS(TOP & BOTTOM)1LC501CONCRETE PAVING -PEDESTRIAN#4 REBAR @18" O.C.18" MAX HEIGHT PER GRADING PLAN 24" MAX HEIGHT PER GRADING PLAN 6LC503SKATEDETERRANTON WALLCLASS 2 BASE @ 95%COMPACTION6"3/4" Ø X 14" SMOOTH ROUNDDOWEL @ 12" O.C., CENTEREDIN JOINT, & LIGHTLY GREASEDON (1) SIDE TYP.6" 24"12"4RRM-1400-1417.11C-107SEATWALL AT PICNIC SHADE STRUCTURE3/4" = 1'-0"EXPANSION JOINT, TYP.FSFGCOMPACTED SUBGRADE @95% RELATIVE COMPACTIONSECTION VIEW - NO POST1'-4"1LC501CONCRETE PAVING -PEDESTRIAN9LC503COLUMN BASE ATPRE-FABRICATED SHELTER12x12x8 SPLIT FACED CMU BLOCKPRECAST CONCRETE CAP.MORTAR IN PLACECONCRETE FOOTING#4 REBAR @16" O.C.2'-8"12"RRM-1400-1417.11C-995SKATE DETERRANT ON WALL3" = 1'-0"3/4"CONCRETE WALL,TYPE PER PLANINSTALL SKATE DETERRANTS PERMANUFACTURER. SPACE EQUALLYALONG WALLS WHERE SHOWN ONPLAN, APPROX. 36" O.C., TYP.BOTTOM OF DETERRANT SHALL BEFLUSH WITH CONCRETE SURFACE.EPOXYADJACENT SURFACE, PER PLANSNOTE:1.INSTALL SKATE DETERRANTS ON BOTH SIDES OF WALLIF WALL IS ADJACENT TO PAVING ON BOTH SIDES.RRM-1400-1417.11C-15461/2" RADIUS ALL EDGES, TYP.PER GRADING PLANADJACENT SURFACE,PER PLANFSFGPROVIDE 3/4" x 14" SMOOTHROUND DOWEL @ 12" O.C.CENTERED IN JOINT & LIGHTLYGREASED ON (1) SIDE, TYP.EXPANSION JOINT, TYP.COMPACTED SUBGRADE @95% RELATIVE COMPACTION1'-0"SITE WALL - 12" W3/4" = 1'-0"SEE DETAIL 33/S-311 FORREINFORCEMENT ANDFOOTING INFORMATIONPER GRADING PLAN 1LC501CONCRETEPAVING -PEDESTRIANCONCRETE WITH SMOOTH RUBBEDFINISH ON ALL EXPOSED SURFACES1/2" RADIUS ALL EDGES, TYP.PER GRADING PLAN DRAINAGE SWALE,GRADING PER CIVILFSFGPROVIDE 3/4" x 14" SMOOTHROUND DOWEL @ 12" O.C.CENTERED IN JOINT & LIGHTLYGREASED ON (1) SIDE, TYP.EXPANSIONJOINT, TYP.COMPACTED SUBGRADE @95% RELATIVE COMPACTION1'-0"SEE DETAIL 42/S-311 FORREINFORCEMENT ANDFOOTING INFORMATION.USE 'L' FOOTING WHEREWALL SECTION PARALLELSPROPERTY LINE/EASEMENT.1LC501CONCRETEPAVING -PEDESTRIANCONCRETE WITH SMOOTHRUBBED FINISH ON ALLEXPOSED SURFACESSTANDARD CONDITION - NO RETENTIONALTERNATE CONDITION - RETAINING1'-0"1'-0"FENCE POST, WHEREOCCURS ON PLANFENCE POST, WHEREOCCURS ON PLANRRM-1400-1417.11C-2092CHEEK WALL3/4" = 1'-0"12"6"18" MAX. HEIGHT,SEE GRADING PLAN1/2" RADIUS EDGES, TYP.1" AT TURF AREAS#4 REBAR, 12" O.C.,HORIZ. CONTINUOUSEXPANSION JOINT3" CLR.COMPACTED SUBGRADEP.C.CONCRETE CHEEKWALL, POUR CONTINUOUSWTIH AMPHITHEATER SEATWALL1/2" Ø X 12" SMOOTH STEELDOWEL @ 24" O.C., TYP.#4 REBAR, 12" O.C.,VERT. CONTINUOUSWATERPROOFING ATBACK OF WALL4" PERF. PIPE IN SOCK.CONNECT TO STORM DRAINPER CIVIL PLANS.3/4" DRAIN ROCK WRAPPEDIN FILTER FABRICFLUSH AT PAVING2" AT PLANTER AREASUNLESS NOTED2'1LC501CONCRETE PAVING -PEDESTRIAN7FSSITE WALL AT CLASS I PATHWAY3/4" = 1'-0"CLASS II AGGREGATE BASESHOULDER, PER CITY STANDARDDETAIL #7040 (OPTION 2)PROPERTY LINE1LC503SITE WALL - 8" W3 1/2"#4 REBAR, 12" O.C.,CONTINUOUS, BOTH WAYS2'-0" MIN.MAX. HEIGHT 2'-0",PER GRADING PLAN2LC501CONCRETE PAVING -VEHICULAR1'-0"1'-0"2'-6"8"CONCRETE FOOTINGCOMPACT TOP 12" OFNATIVE SOIL TO 90%RELATIVE COMPACTIONRRM-1400-1417.11C-2208F.S.POST ANCHOR AND PILASTERFOOTING PER STRUCT.EXPANSION JOINT AROUND COLUMN, TYP.SPLIT FACE CMU, 4X8X16 MODULESPRECAST CONCRETE PILASTERCAP W/ SLOPED TOP SURFACE,SET ON GROUT BEDSEALANT W/ BACKER RODPRE-FABRICATED SHADESTRUCTURE COLUMN PERMANUFACTURERFOOTING PER SHADESTRUCTURE MANUFACTURER RECESSED WALL LIGHT RUNCONDUIT INTERNAL TO PILASTER- SEE ELECTRICAL SHEETSGROUT VOIDS SOLIDCOLUMN BASE AT PRE-FABRICATED SHELTER1/2" = 1'-0"2'-0"RRM-1400-1417.11C-1149 LC504N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC5-1417-11-C.dwg, LC504, Apr 01, 2025 3:46pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPCONSTRUCTION DETAILSCONCRETE STAIRS3/4" = 1'-0"4"8"6"2% MAX.TREAD LENGTHVARIES SEEGRADING PLAN1LC5012LC504RISER HEIGHTVARIES, SEEGRADING PLAN1/2" Ø X 12" SMOOTHSTEEL DOWEL @ 24"O.C., TYP.2"#4 REBAR, 18" O.C. CONTINUOUS, TYP.#4 REBAR, 18" O.C. HORIZ.,CONTINUOUS, TYP.CLASS 2 AGGREGATE BASENATIVE SOIL COMPACTED TO 90% DENSITYWALL, BEYOND9"1'-1"1'-4"3LC504STAIR HANDRAILRRM-1400-1417.11C-051TREAD NOSING3" = 1'-0"1"2"TYP#4 REBAR ATEACH NOSE,TYP.NOTE:1.WARNING STRIP SHALL BE STAINED DARK GRAY, 'LITHOCHROMECHEMSTAIN CLASSIC' BY L.M. SCOFIELD OR EQUAL. FINAL COLOR TO BESUBMITTED AND APPROVED BY CITY'S AUTHORIZED REPRESENTATIVE.1 1/2"30o MAX1"R=1/2"R=1/2"CONCRETESTAIRSSCORED WARNING STRIPSTAINED CONTRASTINGCOLOR, EACH TREAD, TYP.FOR FULL TREAD WIDTHHEAVY BROOM FINISH ONTREAD, PERPENDICULARTO DIRECTION OF TRAVEL2RRM-1400-1417.11C-00STAIR HANDRAIL3/4" = 1'-0"EDGE OF TOP RISER EDGE OF BOTTOM RISER HANDRAIL EXTENSIONPARALLEL TO GROUNDPLAN, TYP.12" MIN.NOTES:1.PROVIDE CONTINUOUS WELDS ON ALL COMPONENT CONNECTIONS.REMOVE EXCESS SLAG AND GRIND ALL CORNERS SMOOTH.2.HOT DIP GALVANIZE HANDRAIL AFTER FABRICATION.3.CONTRACTOR TO PROVIDE SHOP DRAWINGS SHOWING FINALHANDRAIL LAYOUT.1-1/2" O.D. SCH 40 GALV.STEEL POST & RAIL2" DIA. CORE DRILL TODEPTH SHOWN. SECUREPOST IN PLACE WITHNON-SHRINK GROUT.1LC504CONCRETESTAIRS1'-0"1 TREADWIDTH3'-0"SITE WALL PERPLANS, BEYOND1'-1"3'-0"3" CLR,TYP.10"1LC501CONCRETEPAVING -PEDESTRIAN1-1/2" O.D. SCH 40 GALVSTEEL INTERMEDIATEPOSTS @ 6' O.C. MAXSPACINGRRM-1400-1417.11C-181336"TYP.12"MIN.12"MIN.9"NOTE:1.WELD ALL CONNECTIONS SMOOTH WITH CONTINUOUS WELDS2.PROVIDE SHOP DRAWING FOR FINAL APPROVAL.RAMP HANDRAIL1/2" = 1'-0"BOTTOM RAIL.OMIT IN LOCATIONSADJACENT TORAISED CURB1 1/2" O.D. GALV. STEEL PIPETOP & BOTTOM RAIL, TYP.GRADE BREAK ATBOTTOM OF RAMPGRADE BREAK ATTOP OF RAMPADD INTERMEDIATEPOSTS WHERESPACING EXCEEDS 6'O.C. SPACING.THICKENEDCONCRETE EDGE2" DIA. CORE DRILL INTO TURN DOWNEDGE OF CONCRETE FLATWORK.SECURE POST IN PLACE WITHNON-SHRINK GROUT. SLOPE TOP OFGROUT TO DRAIN AWAY FROM POST.4" MAX., TYP.4RRM-1400-1417.11C-58F.G.FRONT OFFENCE42"2'-0"FENCE POST IN PLANTERSECTION AT POSTNOTE:1.FACE OF FENCE SHALL BE DIRECTEDAWAY FROM CREEK AND TOWARDSPUBLIC AREAS OF PARK2" x 6" P.T.D.F. RAILS10"1'-2"5/8" CARRIAGEBOLT, ALTERNATERAIL ENDS, TYP.EQ.EQ.FENCE POST IN CURB/WALL1'-4" 5" 2'-0"(3) 2" x 6" P.T.D.F. RAILS.FASTEN TO POSTS WITHGALV. 5/8" CARRIAGE BOLTW/ 3" TORQUE WASHER ATFRONT AND 2" TIMBERWASHER AT REAR.BACK OFFENCE3" x 3" GALV. WELDED WIREMESH PANEL B/W POSTS ANDRAILS.SECURE TO CROSS RAILS WITHGALV. STAPLES @ 18" O.C. MAX.1'-0"1-1/2" GALV.STEEL PIPESLEEVE1'-0"WOOD GUARDRAIL W/ MESH - 3.5FT H1/2" = 1'-0"4" X 4", MAX TYP. 4" MAX.CLASS II BASE @95% RELATIVECOMPACTION4" MAX.ALIGN FENCE W/EDGE OF WALKWHEN INSTALLED INLANDSCAPERRM-1400-1417.11C-805METAL PICKET GUARDRAIL3/4" = 1'-0"3'-6" 4" MAX 3'-0", TYP.EQUALY SPACE@ 48" MIN.60" MAXEQ.EQ.4"MAX1 1/2"2 1/2"PICKET:5/8"x5/8"GALV. STEELBAR STOCKTOP & BOTTOMRAIL: 1"x2" GALV.STEEL TUBE4"POST: 1/2"x2"GALV. STEEL3-1/2" SQ.GALV. POSTINSERT. SIZE TOTELESCOPEINTO FENCEPOST4x4 GALV. STEELPOST CAP1/2"x5" GALV.BOLT/WASHER/NUT1/4" THICK GALV.STEEL BRACKET1/2"x1-7/8"GALV.BOLT/WASHER/NUT1'-0"3'-6"4" 1/4"ADJACENTFLATWORKOR STEPEQ.EQ.1/2"x1-1/4"GALV.BOLT/WASHER/NUTGALV. HANDRAIL,SEE PLANS FORLOCATIONSFENCE IN PEDESTRIANCONCRETE CONDITIONFENCE IN PLANTERCONDITIONFENCE IN CURBCONDITION1'-0"RRM-1400-1417.11C-1836DECORATIVE FENCE AT SPORTS COURT STAIRS3/4" = 1'-0"4" MAX.,TYP.6LC504METALPICKETGUARDRAIL1LC504CONCRETE STAIRS(BEYOND)2LC505GATE AT COURT PERIMETERFENCECHAINLINK FENCE SECTION SHALLMATCH HEIGHT OF ADJACENTFENCING2", TYP.WALL HEIGHT TO MATCH STEP AS SHOWN2LC503SITE WALL - 12" WELEVATION VIEW3LC504STAIR HANDRAIL9"4"RRM-1400-1417.11C-1887MATCH EXISTING FENCE HEIGHTNOTES:1.ALL LUMBER DIMENSIONS GIVEN ARE NOMINAL.2.PROVIDE (2) 3/8" x 4" HOT DIPPED GALVANIZED LAG SCREWS AT EACH CONNECTION, TYP.3.ALL WOOD MATERIAL SHALL MATCH TYPE AND FINISH OF EXISTING FENCE4.GATE IS A MAINTENANCE ACCESS GATE ONLY. INSTALL "MAINTENANCE ACCESS ONLY" SIGN PER CITY2'-0"6"WOOD GATE WITH WIRE MESH3/4" = 1'-0"6 x 6 FENCE POST, PRESSURETREATED DOUGLAS FIRHEAVY DUTY GALV. STEEL SLIDEGATE LATCH W/PADLOCKHOLE.10'-0"GALVANIZED WIRE MESH FENCING TOMATCH FENCING. ATTACH FENCINGTO TOP AND BOTTOM RAILS WITH 9GAUGE GALVANIZED WIRE STAPLESAT 6" O.C.5LC504WOODGUARDRAIL W/MESH - 3.5FT HPC. CONCRETE, 5 SACK CRUSHEDAGGREGATE 3/4-INCH @ 2500 PSI.SLOPE TOP OF FOOTING AWAYFROM POSTCLASS II AGGREGATEBASE @95% RELATIVECOMPACTIONMAINTENANCEACCESSONLYEQ.EQ.2" x 6" P.T.D.F.2" x 6" P.T.D.F.2" x 4" P.T.D.F.8RRM-1400-1417.11C-222 LC505N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC5-1417-11-C.dwg, LC505, Apr 02, 2025 9:17am, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPCONSTRUCTION DETAILSNOTES:1.BOTTOM EDGE OF FENCE FABRIC SHALL BE PLACED 2" ABOVE FINISH GRADE.2.ALL FENCING SHALL BE BLACK VINYL-COATED GALV. STEEL.3.PROVIDE WIND SCREEN FABRIC ON THE COURT SIDE FOR TENNIS & PICKLEBALL COURTS PERIMETER FENCING.COURT PERIMETER FENCE - 10FT H, CHAINLINK1/2" = 1'-0"8'-0" MAX. O.C.POST CAPS SHALL BEGALV. STEEL10'-0" 3"POST FOOTING &REINFORCEMENT PERSTRUCTURAL DETAIL32/S-3123" MAX.RAILS: TOP AND BOTTOMRAILS 1-5/8" STD GALV.STEEL PIPELINE POST-EYE TOPS &RAIL ENDS SHALL BESEMI-STEEL. SECURE RAILENDS TO POSTS WITH1/8" X 1" BRACE BANDSFENCE FABRIC:9 GAUGE 2" MESH,KNUCKLE TOP ANDBOTTOMPOSTS: END, CORNER ANDSLOPE POSTS 6" STD GALV.STEEL PIPEFGPOST FOOTINGS SHALL BEUNDER SPORTS COURT SLABAND CONCRETE PAVING, TYP.LINE POSTS 6" STDGALV. STEEL PIPETIE WIRES: 11 GAUGE AT1'-6" O.C. AT TOP ANDBOTTOM LINE POSTS, TYP.WIND SCREEN.FASTEN PERMANUFACTURERWIND SCREEN.FASTEN PERMANUFACTURER1" COMPRESSIBLE JOINTMATERIAL AROUND FENCEPOSTS IN SPORTS COURTSLAB.RRM-1400-1417.11C-281NOTES:1.ALL FENCING SHALL BE BLACK VINYL-COATED GALV. STEEL.GATE AT COURT PERIMETER FENCE1/2" = 1'-0"FS4'-0"8'-0" 2" MAX.1 5/8" STD GALV. PIPE FRAMELOCKABLECHAINLINK GATEGALV STEEL FORKLATCH1LC505COURT PERIMETER FENCE -10FT H, CHAINLINK9 GAUGE MESH TOMATCH FENCING10" TALL GALV. STEEL 12 GAUGEKICK PLATE FULL WIDTHCHAINLINK GATE HINGE (3)3'-0"2RRM-1400-1417.11C-149SPORTS FIELD FENCE1/2" = 1'-0"POST CAP, TYP.ATTACHMENT CLAMPS (4)MIN. ATTACH PANEL TOPOST.2"x6" MESH 6 GA. WELDEDWIRE, POWDER COATEDGALVANIZED WIRE.SUBGRADE AT 95%RELATIVE COMPACTIONNOTES:1.THIS IS A MANUFACTURED PRODUCT BY OMEGA IIFENCE SYSTEMS. ACTUAL FENCE PANELS, RADDII ANDDIMENSIONS SHALL BE FIELD VERIFIED BY THECONTRACTOR.2.SEE STRUCTURAL SHEETS FOR REINFORCING ANDFOOTING INFORMATION.3.SEE MANUFACTURER'S DRAWINGS & SPECIFICATIONSFOR HARDWARE.3" SQ x16 GA. POST8'-3"12'2" MIN.6LC502MOW CURBPOST FOOTING & REINFORCEMENT,PER STRUCTURAL DETAIL 32/S-312RRM-1400-1417.11C-665COURT INTERNAL FENCE - 4FT H, CHAINLINK1/2" = 1'-0"FGFENCE FABRIC: 9 GAUGE,2" MESH, KNUCKLE TOPAND BOTTOM, PLACE ONFIELD SIDE OF POSTS.4'-0" 3" MAX.TENSION BAND(END PANELS ONLY)POST CAPS SHALL BECAST ALUMINUMINSTALL SAFETY TOPPERON TOP RAIL. COVER SPORTSOR APPROVED EQUAL2'-6" 3"1'-0" TYP.RAILS:TOP AND BOTTOMRAILS 1-5/8" O.D.LINE POST-EYE TOPS &RAIL ENDS SHALL BESEMI-STEEL. SECURE RAILENDS TO POSTS WITH1/8" x 1" BRACE BANDS.LINE POSTS: 1-7/8" O.D.TIE WIRES: 11 GAUGE AT 1'-6"O.C. AT TOP, BOTTOM ANDLINE POSTS. TYP.PC CONCRETE FOOTINGPOST FOOTINGS SHALL BEUNDER SPORTS COURT SLAB,TYP.1" COMPRESSIBLE JOINTMATERIAL AROUND FENCEPOST, TYP.END POSTS: 2-1/2" O.D.8' MAX, CENTER TO CENTER5LC501SPORTS COURTSURFACINGRRM-1400-1417.11C-233GATE AT COURT INTERNAL FENCE1/2" = 1'-0"FG9 GAUGE MESH TOMATCH FENCING4'-0"TIE WIRES: 11 GAUGE AT 1'-6"O.C. AT TOP, BOTTOM ANDLINE POSTS. TYP.3LC505COURT INTERNAL FENCE- 4FT H, CHAINLINK3" MAX.4'-0"5LC501SPORTS COURTSURFACINGNOTES:1.ALL FENCING SHALL BE BLACK VINYL-COATED GALV. STEEL.ACCESSIBLECHAINLINK GALV.STEEL FORK LATCH1-5/8" STD GALV. STEELPIPE FRAME10" TALL 12 GAUGE GALV.STEEL KICK PLATE FULL WIDTH2.5" O.D. GALV. STEELPOSTGALV. STEELCHAINLINK GATEHINGE4RRM-1400-1417.11C-160GATE AT SPORTS FIELD FENCE1/2" = 1'-0"ATTACHMENT CLAMPS (4) MIN.ATTACH PANEL TO POST.2"x6" MESH 6 GA. WELDED WIRE,POWDER COATED GALVANIZED WIRE.3" SQ x16 GA. POST12'-0"5LC505SPORTS FIELDFENCE3"4'-0"8'-0"2"MAX.2" SQ x16 GA. GATE FRAMEFSACCESSIBLE GATE FORK LATCH3'10" T 12 GAUGE GALV. STEELKICKPLATE FULL WIDTHPOST FOOTING &REINFORCEMENT, PERSTRUCTURAL DETAIL 32/S-3126RRM-1400-1417.11C-176 LC506N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC5-1417-11-C.dwg, LC506, Apr 02, 2025 9:17am, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPCONSTRUCTION DETAILSPLAY WALL - A3/4" = 1'-0"6" 1'-6" MAX PER GRADING PLAN 1LC501CONCRETEPAVING -PEDESTRIAN7LC501POURED-IN-PLACERUBBER1/2" RADIUS, TYP.1'-3"1'-0"#5 REBAR @ 18" O.C.1/2" Ø x 12" GALV. STEELDOWEL. GREASE ONE SIDECOMPACTED TOP 12" NATIVESUBGRADE TO 90% RELATIVECOMPACTIONLAP ENDS 6" MIN.ALTERNATE DIRECTION OF LAP8"2'-7"1'-0"1RRM-1400-1417.11C-133PLAY WALL - C3/4" = 1'-0"7LC502POURED-IN-PLACERUBBER AT SLOPE1/2" RADIUS, TYP.FS#5 REBAR @ 18"O.C. BOTH WAYSCOMPACTED TOP 12" NATIVESUBGRADE TO 90% RELATIVECOMPACTION1LC501CONCRETE PAVING -PEDESTRIAN3"CLR1/2" Ø GALV. STEELDOWEL. GREASE ONE SIDE1'-4"6"8"PER GRADING PLAN8"1'-5"3RRM-1400-1417.11C-134FS1LC501CONCRETE PAVING -PEDESTRIAN3"CLR1/2" Ø GALV. STEELDOWEL. GREASE ONE SIDE2'-2"1'-6" MAX 1'-6"8"8"PLAY WALL - E3/4" = 1'-0"1/2" RADIUS, TYP.#5 REBAR @ 18"O.C. BOTH WAYSFGLAP BARS 8" MINCOMPACTED TOP 12" NATIVESUBGRADE TO 90% RELATIVECOMPACTION6LC501ENGINEEREDWOOD FIBERSURFACINGCAST IN PLACECONCRETE5RRM-1400-1417.11C-1781/2" RADIUS, TYP.FSINSTALL WALL PER STRUCTURALDETAIL 22/S-312COMPACTED TOP 12" NATIVESUBGRADE TO 90% RELATIVECOMPACTION1LC501CONCRETE PAVING -PEDESTRIANPROVIDE 3/4" x 14" SMOOTHROUND DOWEL @ 12" OCCENTERED IN JOINT & LIGHTLYGREASED ON (1) SIDE, TYP.3'-0"2'-0" MAX 8"PER GRADING PLAN8"7LC501POURED-IN-PLACERUBBERPLAY WALL - F3/4" = 1'-0"6RRM-1400-1417.11C-184PLAY WALL - B3/4" = 1'-0"1LC501CONCRETEPAVING -PEDESTRIAN7LC502POURED-IN-PLACERUBBER AT SLOPE6"#5 REBAR @ 18" O.C.COMPACTED TOP 12" NATIVESUBGRADE TO 90% RELATIVECOMPACTION6"1'-3"12" Ø GALV. STEEL DOWEL.GREASE ONE SIDE1'-0"ALTERNATE CONDITION ATPLANTER7LC502POURED-IN-PLACERUBBER AT SLOPE6"PLANTER AREA1/2" RADIUS TYPCIPCONCRETE2RRM-1400-1417.11C-132FS1LC501CONCRETE PAVING -PEDESTRIAN3"CLR1/2" Ø GALV. STEELDOWEL. GREASE ONE SIDE1'-6" MAX 8"8"1/2" RADIUS, TYP.#5 REBAR @ 18"O.C. BOTH WAYSFGLAP BARS 8" MINCOMPACTED TOP 12" NATIVESUBGRADE TO 90% RELATIVECOMPACTION6LC501ENGINEEREDWOOD FIBERSURFACINGCAST IN PLACECONCRETEPLAY WALL - D3/4" = 1'-0"8"FSALTERNATE CONDITION ATPLANTER4" 6"ELEV. OF PLANTER TOMATCH ELEV. OF EWF9LC506PLAY CURB8"2'-0"4RRM-1400-1417.11C-179CONSTRUCT WALLPER STRUCTURALDETAIL 12/S-312FGPLAY WALL - G3/4" = 1'-0"1'-3"1'-6"7LC501POURED-IN-PLACERUBBER SURFACING5'-0" MAX 6LC504METAL PICKET GUARDRAIL6LC501ENGINEERED WOOD FIBERSURFACINGMAINTAIN MIN. DEPTHREQUIRED OF EWF CLEAROF WALL FOOTINGPLAY NET ELEMENT.INSTALL PERMANUFACTURER3"12"7RRM-1400-1417.11C-185PLAY WALL - H3/4" = 1'-0"7LC501POURED-IN-PLACERUBBER1/2" RADIUS, TYP.COMPACTED TOP 12" NATIVESUBGRADE TO 90% RELATIVECOMPACTION1'-11"1'-0"6" 2"#5 REBAR AS SHOWN#5 @18" O.C.4"CLR5LC504WOOD GUARDRAIL W/MESH - 3.5FT H8RRM-1400-1417.11C-187PLAY CURB1 1/2" = 1'-0"6" MIN.8"1/2" RADIUS, TYP.1"FLUSH WHEN ADJACENTTO CONCRETETURF/PLANTER AREAFINISH GRADENOTES:1.PROVIDE CONTRACTION JOINT EVERY 10' MAX.2.PROVIDE EXPANSION JOINT EVERY 20' MAX.SUBGRADE @ 95%RELATIVE COMPACTION6LC501ENGINEERED WOODFIBER SURFACING#4 REBAR, VERT @ 18" O.C.#4 REBAR, HORIZ.CONT @ 12" O.C.RRM-1400-1417.11C-1091/2" RADIUS, TYP.FSINSTALL WALL PER STRUCTURALDETAIL 22/S-312COMPACTED TOP 12" NATIVESUBGRADE TO 90% RELATIVECOMPACTION1LC501CONCRETE PAVING -PEDESTRIANPROVIDE 3/4" x 14" SMOOTHROUND DOWEL @ 12" OCCENTERED IN JOINT & LIGHTLYGREASED ON (1) SIDE, TYP.2'-014"MAX 8"PER GRADING PLAN2"4LC504RAMP HANDRAILFGPLAY WALL - L3/4" = 1'-0"8"RRM-1400-1417.11C-17510 LC507N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC5-1417-11-C.dwg, LC507, Apr 02, 2025 9:18am, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPCONSTRUCTION DETAILS1/2" RADIUS, TYP.INSTALL WALL PERSTRUCTURALDETAIL 22/S-3128"4'-0" MAX 7LC501POURED-IN-PLACERUBBER6"8"1/2" RADIUS, TYP.1'-6"8"6" 2"#5 REBAR AS SHOWN3"CLRFSPROVIDE 3/4" x 14" SMOOTH ROUNDDOWEL @ 12" O.C. CENTERED IN JOINT& LIGHTLY GREASED ON (1) SIDE, TYP.3"CLR2'-6" MAXSECTION - APLAN VIEW - NTSSECTION - ASECTION - C8"1/2" RADIUS, TYP.COMPACTED TOP 12" NATIVESUBGRADE TO 90% RELATIVECOMPACTION8"2"FSPROVIDE 3/4" x 14" SMOOTH ROUNDDOWEL @ 12" O.C. CENTERED IN JOINT& LIGHTLY GREASED ON (1) SIDE, TYP.SECTION - BINSTALL WALL PERSTRUCTURALDETAIL 22/S-312SECTION - BSECTION - CPLAY WALL - I3/4" = 1'-0"4LC507METAL WALL RAILS4LC507METAL WALL RAILSRRM-1400-1417.11C-1391SECTION - ASECTION - B8"1/2" RADIUS, TYP.COMPACTED TOP 12" NATIVESUBGRADE TO 90% RELATIVECOMPACTION1'-6"8"SEE GRADING2"#5 REBAR AS SHOWN3"CLRFS1/2" Ø GALV. STEELDOWEL. GREASE ONE SIDESECTION - A8"1/2" RADIUS, TYP.COMPACTED TOP 12" NATIVESUBGRADE TO 90% RELATIVECOMPACTION8"6"2"#5 REBAR AS SHOWN3"CLRFSSECTION - B7LC501POURED-IN-PLACERUBBERSECTION - C1/2" RADIUS, TYP.INSTALL WALL PER STRUCTURALDETAIL 22/S-312COMPACTED TOP 12" NATIVESUBGRADE TO 90% RELATIVECOMPACTION3'-0"~24"MAX 8"1'-3"7LC501POURED-IN-PLACERUBBERPLAY WALL - K3/4" = 1'-0"PLAN VIEW - NTSSECTION - C1/2" RADIUS, TYP.2"TOP OF CONC.FTG SHALL BEBELOW RUBBERSURFACINGSECTION4LC507METAL WALL RAILS4LC507METAL WALL RAILS3RRM-1400-1417.11C-1901/2" RADIUS, TYP.FSINSTALL WALL PER STRUCTURALDETAIL 42/S-312COMPACTED TOP 12" NATIVESUBGRADE TO 90% RELATIVECOMPACTION1LC501CONCRETEPAVING -PEDESTRIANPROVIDE 3/4" x 14" SMOOTHROUND DOWEL @ 12" O.C.CENTERED IN JOINT & LIGHTLYGREASED ON (1) SIDE, TYP.2'-6" MAX 1'-0"PER GRADING PLAN7LC501POURED-IN-PLACERUBBERPLAN VIEW - NTSSECTION - ASECTION - A8"MAINTAIN CRITICAL FALLHEIGHT DEPTH OF SURFACINGABOVE FOOTINGPLAY WALL - J3/4" = 1'-0"2RRM-1400-1417.11C-192PLAN VIEW - NTSMETAL WALL RAILS3/4" = 1'-0"SECTION VIEWELEVATION VIEW1'-6"6"6"10°10°R10 "3/4" STAINLESS STEEL(316) BAR STOCK.ALTERNATE DIRECTIONCORE DRILL &EPOXY INTOWALL4"3/4" STAINLESS STEEL(316) BAR STOCK.ALTERNATE DIRECTION.INSTALL ON ENTIREPERIMETER OF PLAYWALL I & K1LC507PLAY WALL - I4RRM-1400-1417.11C-193 LC508N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC5-1417-11-C.dwg, LC508, Apr 02, 2025 9:24am, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPCONSTRUCTION DETAILSFS1LC501CONCRETE PAVING -PEDESTRIAN3"CLRPROVIDE 3/4" x 14" SMOOTHROUND DOWEL @ 12" O.C.CENTERED IN JOINT & LIGHTLYGREASED ON (1) SIDE2'-0"PER GRADING PLAN 1'-6"8"8"#5 REBAR @ 18"O.C. BOTH WAYSLAP BARS 8" MINCOMPACTED TOP 12" NATIVESUBGRADE TO 90% RELATIVECOMPACTIONCAST IN PLACECONCRETE FOOTING8"POST TENSIONED COURTSLAB. SEE PT SHEET SERIESFS1LC501CONCRETE PAVING -PEDESTRIAN3"CLRPROVIDE 3/4" x 14" SMOOTHROUND DOWEL @ 12" O.C.CENTERED IN JOINT & LIGHTLYGREASED ON (1) SIDEPER GRADING PLAN 2'-4"8"#5 REBAR @ 18"O.C. BOTH WAYSCAST IN PLACE CONCRETEFOOTING PER FENCE POST PERSTRUCTURAL DETAIL 13/S-311COURT WALL - A3/4" = 1'-0"1LC505COURT PERIMETER FENCE -10FT H, CHAINLINKPOST TENSIONED COURT SLAB.COORD POST PENETRATIONS W/TENDON LOCATIONS IN FIELD. SEEPT SHEET SERIES1'-6"3"STANDARD CONDITIONALTERNATE CONDITION AT FENCE POSTPROVIDE 3/4" x 14" SMOOTHROUND DOWEL @ 12" O.C.CENTERED POST-TENSIONED SLAB& LIGHTLY GREASED ON (1) SIDEPROVIDE 3/4" x 14" SMOOTHROUND DOWEL @ 12" O.C.CENTERED POST-TENSIONED SLAB& LIGHTLY GREASED ON (1) SIDEFORM & POUR SEPARATELY AFTERSLAB TENSIONING HAS OCCUREDFORM & POUR SEPARATELY AFTERSLAB TENSIONING HAS OCCURED1RRM-1400-1417.11C-1941'-6"COMPACTED TOP 12" NATIVESUBGRADE TO 90% RELATIVECOMPACTIONPOST TENSIONEDCOURT SLAB. SEEPT SHEET SERIESSTANDARD CONDITIONCOURT WALL - C3/4" = 1'-0"CAST IN PLACE WALLPER STRUCTURALDETAIL 22/S-3114'-0" MAXPROVIDE 3/4" x 14" SMOOTHROUND DOWEL @ 12" O.C.CENTERED IN POST-TENSIONEDSLAB & LIGHTLY GREASED ON(1) SIDE4" PERF. PVC WALL DRAIN.SEE CIVIL DRAWINGS6"POST TENSIONED COURTSLAB. SEE PT SHEET SERIESPROPERTY LINE1LC505COURT PERIMETER FENCE -10 FT CHAINLINK1'-6"ALTERNATE CONDITIONAT FENCE POSTFENCE POST FOUNDATIONPER STRUCTURAL DETAIL13/S-311PROPERTY LINE 3"PROVIDE 3/4" x 14" SMOOTH ROUNDDOWEL @ 12" O.C. CENTERED INPOST-TENSIONED SLAB & LIGHTLYGREASED ON (1) SIDE4" PERF. PVC WALL DRAIN.SEE CIVIL DRAWINGS3RRM-1400-1417.11C-1951'-6"COMPACTED TOP 12" NATIVESUBGRADE TO 90% RELATIVECOMPACTIONPOST TENSIONED COURT SLAB.SEE PT SHEET SERIESSTANDARD CONDITIONCOURT WALL - B3/4" = 1'-0"CAST IN PLACE WALL PERSTRUCTURAL DETAIL 32/S-3114'-0" MAXPROVIDE 3/4" x 14" SMOOTH ROUNDDOWEL @ 12" O.C. CENTERED INPOST-TENSIONED SLAB & LIGHTLYGREASED ON (1) SIDE4" PERF. PVC WALLDRAIN. SEE CIVILDRAWINGSPOST TENSIONEDCOURT SLAB. SEEPT SHEET SERIES1LC505COURT PERIMETER FENCE -10 FT CHAINLINK1'-6"ALTERNATE CONDITION - AT FENCE POSTCONCRETE FENCE POSTFOUNDATION PERSTRUCTURAL DETAIL13/S-3116"TYPLAP SPLICEPROVIDE 3/4" x 14" SMOOTH ROUNDDOWEL @ 12" O.C. CENTERED INPOST-TENSIONED SLAB & LIGHTLYGREASED ON (1) SIDEHORIZ. BARS TO MATCH SIZE &WALL REINF. PER DETAIL 32/S-311DOWELS TO MATCH SIZE &SPACING OF VERT. WALL REINF.W/ STD 90° HOOKS @ ENDFORM & POUR SEPARATELYAFTER SLAB TENSIONINGHAS OCCUREDFORM & POUR SEPARATELY AFTERSLAB TENSIONING HAS OCCUREDRRM-1400-1417.11C-1962COURT WALL - D3/4" = 1'-0"COMPACTED TOP 12" NATIVESUBGRADE TO 90% RELATIVECOMPACTIONPOST TENSIONEDCOURT SLAB.SEE PT SHEET SERIESSTANDARD CONDITIONCAST IN PLACEWALL & FOOTINGPER STRUCTURALDETAIL 42/S-311ALTERNATE CONDITION AT FENCE POSTPER GRADING PLAN POST TENSIONEDCOURT SLAB, SEEPT SHEET SERIESFENCE POSTFOUNDATION FOOTINGPER STRUCTURAL DETAIL42/S-311PER GRADING PLAN ADJACENT PLANTER,PER PLAN1LC505COURT PERIMETER FENCE -10FT H, CHAINLINKSTREET TREE &PUBLIC UTILITYEASEMENTSTREET TREE &PUBLIC UTILITYEASEMENT 7"1'-6"1'-6"ADJACENT PLANTER,PER PLAN7"COMPACTED TOP 12" NATIVESUBGRADE TO 90% RELATIVECOMPACTIONPROVIDE 3/4" x 14"SMOOTH ROUNDDOWEL @ 12" O.C.CENTERED INPOST-TENSIONEDSLAB & LIGHTLYGREASED ON (1) SIDEPROVIDE 3/4" x 14"SMOOTH ROUNDDOWEL @ 12" O.C.CENTERED INPOST-TENSIONEDSLAB & LIGHTLYGREASED ON (1) SIDERRM-1400-1417.11C-2024 LC509N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC5-1417-11-C.dwg, LC509, Apr 02, 2025 11:48am, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPCONSTRUCTION DETAILSNOTES:1.LANDSCAPE ARCHITECT TO APPROVE BOULDERS AT QUARRY OR SUPPLIER, OR FROMPHOTOGRAPHS THAT CLEARLY SHOW SIZE AND SHAPE.2.PLACE BOULDERS UNDER DIRECTION OF LANDSCAPE ARCHITECT.FSLANDSCAPE AREAPER PLANSSET 1/3 DEPTH OF BOULDERBENEATH FINISH GRADE.SET FACE UP WITH LEAST AMOUNT OFFISSURES, OR FAULTS.BOULDER SIZING:PROVIDE QUANTITIES OF BOULDERS AS SHOWN ON PLANS.BOULDER SIZES ARE LABELED ON PLANS PER THE SYMBOLSSHOWN AT RIGHT.SYMBOLSIZE RANGE (H, L & W)36" x 36" x 36"48" x 48" x 48"60" x 60" x 60"LANDSCAPE BOULDER1/2" = 1'-0"312SUBGRADEVARIES, 60" MAX.NATURAL BOULDER, SEE SPECIFICATIONS FORTYPE, SEE PLAN FOR SIZE AND LOCATIONRRM-1400-1417.11C-1821COMMUNITY PARKPARK ENTRY MONUMENT SIGN1/2" = 1'-0"CITY OFSAN LUIS OBISPO8" STEEL LETTERING(CUSTOM) STUD MOUNTINTO CONCRETEBEHIND.LASER CUT STEEL PLATE LETTERING,STUD MOUNTED INTO WALLCITY LOGODECORATIVE PLAQUE1" DEEP FLUTED PATTERN INSET -FORM LINED CONCRETE WALLELEVATION1'-0"3"2'-5" 2'-6"SECTION AAPLAN1'-3" R14'-0 " 1'-0 "3"3"1'-3"6"9" STEEL LETTERING(CUSTOM) STUD MOUNTINTO TOP OF WALL4"RIGHETTI3"42°6"#4 REBAR @18" O.C.SPACINGSECTION VIEW#4 REBAR AS SHOWNCAST IN PLACECONCRETE MONUMENTCLASS II BASE @95%RELATIVE COMPACTION2RRM-1400-1417.11C-158PARK HOURS SIGN1/4" = 1'-0"80" MIN. TO TOP OFWALKING SURFACE1/2 RADIUSNOTES:1.CO-LOCATE NO SMOKING SIGNAGE WITH PARK HOURS SIGNAGE, WHERE POSSIBLE.2.AREA OF SIGN TO BE A MIN. OF 70 SQ. INCHES.6'-8"2'-0"18"Ø CONC.POST MOUNT2" DIA. G.S. PUNCHPOST PIPEWALKWAY ORADJACENT SURFACEFINISHED GRADEPARK HOURSSIGNAGEPARKCLOSED10 PMTO5 AM3RRM-1400-1417.11C-17180" MIN. TO TOP OFWALKING SURFACE1/2 RADIUSNOTES:1.CO-LOCATE DOG ON LEASH SIGN WITH DOG WASTE BAG DISPENSER, WHERE POSSIBLE.2.AREA OF SIGN TO BE A MIN. OF 70 SQ. INCHES.DOG ON LEASH SIGN1/4" = 1'-0"6'-8"2'-0"18"Ø CONC.POST MOUNT2" DIA. G.S. PUNCHPOST PIPEWALKWAY ORADJACENT SURFACEFINISHED GRADEDOG ON LEASHSIGNAGEDOGSMUST BE ONLEASHPLEASEPICK UPAFTERYOUR DOG4RRM-1400-1417.11C-169NO SMOKING SIGN1/4" = 1'-0"80" MIN. TO TOP OFWALKING SURFACE1/2 RADIUSNOTES:1.CO-LOCATE NO SMOKING SIGNAGE WITH PARK HOURS SIGNAGE, WHERE POSSIBLE.2.AREA OF SIGN TO BE A MIN. OF 70 SQ. INCHES.6'-8"2'-0"18"Ø CONC.POST MOUNT2" DIA. G.S. PUNCHPOST PIPEWALKWAY ORADJACENT SURFACEFINISHED GRADENO SMOKINGSIGNAGETOBACCOFREE ZONETOBACCO USEIS NOT ALLOWEDAT THIS FACILITYRRM-1400-1417.11C-1705RESERVEDPARKINGVAN ACCESSIBLE80" MIN. TO TO TOP OFWALKING SURFACE1/2 RADIUSBLUEWHITEREFLECTORIZEDSIGNNOTES:1.SIGN TO BE CENTERED AT THE INTERIOR END OF PARKING SPACE.2.AREA OF SIGN TO BE A MIN. OF 70 SQ. INCHES.3.DESIGNATE FOR "VAN ACCESSIBLE" WHERE APPROPRIATE.VAN ACCESSIBLESIGN, WHEREOCCURSACCESSIBILE PARKING SIGNAGE1/4" = 1'-0"MINIMUMFINE $2506'-8"2'-0"18"Ø CONC.POST MOUNTACCESSIBILITYSIGNAGEPARKING SPACE ORWALKWAY FINISHEDGRADE2" DIA. G.S. PIPERRM-1400-1417.11C-1036 LC510N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC5-1417-11-C.dwg, LC510, Apr 02, 2025 11:56am, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPCONSTRUCTION DETAILSTRASH ENCLOSURE1/2" = 1'-0"6" MIN.3"TYP.6" 1'-4"30"9"#4 @ 16" O.C. EACHWAYHORIZONTAL #4 BAR.EVERY OTHERCOURSEVERTICAL #4 REBAR @ 16"O.C. LAP BARS MIN. 30"8x8x16 SPLIT FACECMU BLOCK.6" CONC. TRASH CONTAINERBUMPER. SLOPE TOP OFCURB 1% FROM WALL.11"EXPANSIONFELT6'-0"#4 STIRRUPS @ 24" O.C.#4 HORIZ. REBAR AS SHOWNPRE-CAST CONCRETE CAP.MORTAR IN PLACEWALL SECTION: C8x8x16 PRECISIONCMU BLOCK.8x8x16 SPLIT FACECMU BLOCK.8x8x16 PRECISIONCMU BLOCK.PRE-CAST CONCRETE CAP.MORTAR IN PLACE6'-0"FSAIR VOL BLOCKCOLOR: 82-101AIR VOL BLOCKCOLOR: 60-101AIR VOL BLOCKCOLOR:60-101SIDE ELEVATIONFG95% RELATIVECOMPACTEDSUBGRADE11"1'-4"1'-2"5000 PSI CONCRETEFOOTING, TYP.1'-7"#4 REBAR AS SHOWN1'-7"2'-6"#4 STIRRUPS @ 4" O.C.1'-4"3"PRE-CAST CONCRETE CAP.MORTAR IN PLACEVERTICAL #4 REBAR @ 16" O.C. LAP BARS MIN. 30"& ENDS AND CORNERS OF CMU WALL, TYP.6x2x1/4 PERIMETER TUBULARSTEEL GATE FRAMEHORIZONTAL#4 EVERY OTHER COURSE8"X8"X16" SPLIT FACE CMU BLOCK, GROUT SOLIDFGPLAN VIEWFRONT ELEVATION: ACLASS 2 AGGREGATE BASE@ 95%RELATIVE COMPACTION4 YARDBIN4 YARDBINWASTE DUMPSTER AREA(9" CONCRETE PAVING)9'-4"18'-0"C--6X6x1/2 SQUARE STEEL TUBE POSTINSTALL DOUBLE BARREL HINGES. SIZE OF HINGESHALL SUPPORT 1.5 TIMES GATE LEAF WEIGHTLOAD. WELD IN BETWEEN SQUARE STEEL TUBEPOST AND PERIMETER TUBEGATE SECTION: B8x8x16 CMU BLOCKA--B--6x2x1/4 PERIMETERTUBULAR STEEL FRAMECONCRETE BUMPERTUBULAR STEEL PER ELEVATION.WELD HORIZONTAL STEEL TUBES TOVERTICAL, GRIND SMOOTH, TYP.HORIZONTAL PANELING INTUBULAR STEEL IN 2X2, 2X4,2X6, 2X8 SIZES PAINTED TOMATCH ARCHITECTUREAS SHOWNENCLOSURE TYPE 2: PROVIDEADDITIONAL CMU BLOCK WALLAND FOOTING6"TYP.6" CONCRETE CURBEQ.EQ.6"NOTES:1.BLOCK WITH SPLIT FACE SHALL BE ON EXPOSED SIDES OF ENCLOSURE.2.ALL METALS SHALL BE PAINTED. COLOR: AS APPROVED.3.PROVIDE SHOP DRAWINGS FOR STEEL TRASH ENCLOSURE GATEASSEMBLY PRIOR TO FABRICATION.CLASS 2 AGGREGATEBASE @ 95% RELATIVECOMPACTIONSLOPE PERGRADINGPLANSDIAGONAL BRACE 1 12" X 14" STEEL STRAPWELDED TO TUBING FRAMELAP REBAR FROM SLAB INTO FOOTING 24" MIN. TYP.#4 @16" O.C.EACH WAY7" MIN.ASPHALT EMPREGNATEDEXPANSION JOINT.6X6x1/2 SQUARE STEEL TUBE POST. PAINTED TAN24 GAUGE CORRUGATED METAL ROOFPANELS (TYPE "PBU" MANUFACTURED BYMBCI). FASTEN TO BEAMS WITH GALV.METAL THREADED FASTENERS6X12 PRESSURE TREATED DOUGLAS FIRBEAM. PAINTED TAN18'-1"1'-6"SLOPE = 1:12. DRAIN TO BACK34" DROP BOLT1'-4"3"7'-7"7'-7"10'-0"INSTALL DOUBLE BARREL HINGES. SIZE OFHINGE SHALL SUPPORT 1.5 TIMES GATE LEAFWEIGHT LOAD.3/4" GALV. PIPE SLEEVE, TYP.6" X 6" X 1/2" SQ.STEEL TUBE POSTS,AT EACH CORNER4'-0"PEDESTRIANACCESSRRM-1400-1417.11C-1621 LC511N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC5-1417-11-C.dwg, LC511, Apr 02, 2025 12:02pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPCONSTRUCTION DETAILS 35"5"1'-6"5"1'-6"FILTERPAVINGPER PLANACCESSDOORPROVIDE P-TRAP WITH WYECLEANOUT IN CONCRETEBOX. "WUNDERCOVER" LIDPER SPECS.ACCESSIBLE DRINKING FOUNTAIN1" = 1'-0"SPOUT HEIGHT 3'-5"STANDING PERSONS FOUNTAINADA FOUNTAINSPOUT HEIGHT 34" ABOVE GRADE CBC 11B-602 COMPLIANCE:11B-602.1: DRINKING FOUNTAIN COMPLIES WITH 11B 307. THIS IS A FRONT APPROACH FOUNTAIN PLACED OUTOF THE PATH OF TRAVEL IN AN ALCOVE AGAINST A WALL/RAILING. SEE PLAN.11B-602.2: DRINKING FOUNTAIN HAS A CLEAR FLOOR SPACE AT THE FRONT OF THE FOUNTAIN OF 48IN MIN X30IN MIN. SEE PLAN.11B-602.3: DRINKING FOUNTAIN HAS A MANUALLY OPERATED PUSH BUTTON LOCATED ON THE FRONT OF THEFOUNTAIN. SEE LOCATION ON SECTION.11B-602.4: SEE SECTION FOR SPOUT HEIGHT FOR BOTH ADA AND STANDING PERSONS FOUNTAIN.11B-602.5: SPOUT IS LOCATED 15 INCHES MINIMUM FROM THE VERTICAL SUPPORT POST AND 5 INCHESMAXIMUM FROM THE FRONT EDGE OF THE UNIT. SEE PLAN.11B-602.6: SPOUT PROVIDES A FLOW OF WATER 4 INCHES HIGH MINIMUM. THE ANGLE OF THE WATER STREAMSHALL BE 30 DEGREES MAXIMUM.11B-602.7: SEE SECTION FOR SPOUT HEIGHT FOR BOTH ADA AND STANDING PERSONS FOUNTAIN.11B-602.8: DEPTH FROM THE FRONT OF THE FOUNTAIN TO THE BACK OF THE ALCOVE IS 18" DEEP.11B-602-9: ALCOVE ADDED TO DESIGN. 33" CLEAR PROVIDED ON EACH SIDE OF THE FOUNTAIN, 18" PROVIDEDFROM THE FRONT OF THE FOUNTAIN TO THE BACK OF THE ALCOVE.OPERABLEPART, TYP.27" KNEE CLEARANCE BOTTLE FILLERSPOUTFRONT APROACHHI-LO ADA BOTTLEFILLER/DRINKINGFOUNTAINOPERABLEPART, TYPWHEELCHAIRSPACEPEDESTRIANPROTECTIONZONE, TYP18"32"36"48" PER PLAN, 18" MIN.SECTIONPLANSPOUT1"ADA FOUNTAINSTANDING PERSONS FOUNTAIN1'-6"33" TOWALL, BOTHSIDES34"FSRRM-1400-1417.11C-1011GAP AT ABUTMENT AND BRIDGE DECK ELEVATION1/2" = 1'-0"1'-2"1"38" 16x9" CARRIAGE BOLTWITH FLAT WASHER ANDHEX NUT THROUGHGALVANIZED STEEL POST,2x4 RAIL AND 4X4 POST.ELEVATION2" x 4" P.T.D.F.RAIL. FASTEN TOPOSTS WITH 3"GALVANIZEDWOOD SCREWS,(2) PER END TYP.CONSTRUCTEDGUARDRAILSECTIONALIGNALIGN2" x 8" P.T.D.F TOP RAIL.FASTEN TO POST WITHGALV. WOOD SCREWS, (2)PER END. ALIGN WITH EDGEOF BRIDGE CLADDING.CONSTRUCTED BRIDGECONSTRUCTEDABUTMENT2" x 4" P.T.D.F. RAIL. FASTEN TO POSTS WITH 3"GALVANIZED WOOD SCREWS, (2) PER END TYP.SIMPSON STRONG-TIE OUTDOOR ACCENTSAVANT COLLECTION APVB44R, WITH OUTDOORACCENTS STRUCTURAL WOOD SCREW ANDOUTDOOR ACCENTS HEX-HEAD WASHERCONSTRUCTED GUARDRAIL2" x 8" P.T.D.F TOP RAIL. FASTEN TOPOST WITH GALV. WOODSCREWS, (2) PER END. ALIGN WITHEDGE OF BRIDGE CLADDING.CONSTRUCTED BRIDGE POSTSIMPSON STRONG-TIE OUTDOORACCENTS AVANT COLLECTIONAPVB44R, WITH OUTDOORACCENTS STRUCTURAL WOODSCREW AND OUTDOORACCENTS HEX-HEAD WASHER4" X 4" P.T.D.F. POST, LENGTH ASREQUIRED2" x 4" P.T.D.F. RAIL. FASTEN TOPOSTS WITH 3" GALVANIZEDWOOD SCREWS, (2) PER END TYP.2X2 GALV. 10 GAUGE WIRE MESH.FASTENED TO POSTS, TOP RAILAND BOTTOM RAIL WITH STAINLESSSTEEL-304 U BRACKET CLAMPSSS TITEN HD SCREW TYPE 316LSS TITEN HDSCREW TYPE 316L2RRM-1400-1417.11C-17490°TYP.PEDESTRIAN LIGHT POST LAYOUT1/2" = 1'-0"NOTES:1.SEE E-SHEET SERIES FOR FOOTING AND INSTALLATION DETAIL2.TOP OF POST FOOTING SHALL BE FLUSH WITH FINISH SURFACE OF ADJACENT PAVING.R1'-0"2'-6"2'-0"CONCRETE PADLIGHT POST BASELIGHT POSTEXPANSION JOINTLIGHT HOUSING/SHADE(ABOVE)POLE LIGHT IN PAVINGPOLE LIGHT IN LANDSCAPER1'-0"2'-0" FROM PATH EDGE 3"MIN.3"MIN.3RRM-1400-1417.11C-31GAP AT ABUTMENT & BRIDGE DECK1/4" = 1'-0"PLAN VIEWNOTE: ALIGN NEW GUARDRAIL PIECES VERTICALLY ANDHORIZONTALLY WITH PREVIOUSLY CONSTRUCTED GUARDRAIL.TOP RAIL TO ALIGN WITHBRIDGE CLADDINGPOST TO ALIGN WITHBRIDGE END38" 16x9" CARRIAGE BOLTWITH FLAT WASHER ANDHEX NUT THROUGHGALVANIZED STEEL POST,2x4 RAIL AND 4X4 POST.BRIDGECONCRETE1" = 1'-0"A-B-CONSTRUCTEDBRIDGECONSTRUCTEDABUTMENTTOP RAIL,ABOVEVERTICAL RAILVERTICAL RAIL4x4 P.T.D.F. POSTCONSTRUCTEDGUARDRAIL,TYP.4x4 P.T.D.F.POST4RRM-1400-1417.11C-17390°TYP.BOLLARD LIGHT LAYOUT1/2" = 1'-0"NOTES:1.SEE E-SHEET SERIES FOR FOOTING AND INSTALLATION DETAIL2.TOP OF POST FOOTING SHALL BE FLUSH WITH FINISH SURFACE OF ADJACENT PAVING.BOLLARD LIGHTBOLLARD IN CURB/WALLBOLLARD ADJACENT TO WALK8"2"TYP.4"MAX., TYP.CURB/WALL,PER PLANFENCE/RAILING,PER PLANPEDESTRIAN SIDESLOPED LANDSCAPE SIDEEXPANSIONJOINT1'-0"2"1'-0"PEDESTRIAN SIDEFLAT LANDSCAPE SIDER6"BOLLARD LIGHTRRM-1400-1417.11C-1895FSNOTES:1.GALVANIZED ANCHOR BOLTS & TEMPLATE FURNISHED BY ELECTRICAL CONTRACTOR; BOLTS INSTALLEDAND CONCRETE BASE FURNISHED AND INSTALLED WITH REBAR BY GENERAL CONTRACTOR.2.REFER TO ELECTRICAL PLANS FOR CONDUIT SIZE & ROUTING3.TIES SHALL HAVE AT EACH END A 135 DEGREE HOOK BEND WITH A SIX-BAR DIAMETER, BUT NOT LESSTHAN 3 INCH, EXTENSION THAT ENGAGES THE LONGITUDINAL REINFORCEMENT AND PROJECTS INTO THEINTERIOR OF THE STIRRUP OR HOOP.POLE AND FIXTURE PER LIGHTINGELEC FIXTURE SCHEDULEBASE COVER WITH DRY PACK BELOWBASEPLATE(3)#3 REBAR TIES @1 12" O.C. WITHINTOP 5" OF CONCRETE, SEE NOTE 3.CONCRETE BASE#4 VERTICAL REBAR,TYPICAL OF 4#3 REBAR TIES AT 12" ONCENTER VERTICALLY, TYPICAL,SEE NOTE 3.MINIMUM DIAMETER AND LARGER AS REQUIREDTO MAINTAIN SPECIFIED MINIMUM DIMENSIONSGALVANIZED ANCHOR BOLT; SIZEAND EMBED PER MFR., TYP. OF 4SPORTS LIGHT MOUNTING1/2" = 1'-0"3"3"3" MINUMUM BETWEENSTEEL AND BELOWGRADE OUTSIDE OFCONCRETE2'-0"3"5'-6"3'-0"MIN EMBED POST TENSIONED COURT SLAB. COORDFTG LOCATION W/ TENDON LAYOUTRRM-1400-1417.11C-1726 LC512N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC5-1417-11-C.dwg, LC512, Apr 02, 2025 12:33pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPCONSTRUCTION DETAILSBOCCE COURT1" = 1'-0"CL2% MINIMUM2% MINIMUM1'-6"EQ.2'-2 1/4"8"FS 12'-0", TYP.2'-10"8" 4"4" AT EDGES 2" BY 8" RECYCLED PLASTIC BOARDS,FASTEN WITH 3/8" BY 4" LAG BOLTS @ 4'O.C., COUNTERSINK1" RAD. FILLET, TYP.3/4" CHAMFER, TYP.EQ.DRAIN ROCKCOMPACTED SUBGRADE TO90% RELATIVE COMPACTION4" PERFORATED PVC DRAINAGE PIPE WITH GEO-TEXTILE SOCK, TYP.PROVIDE 3" FALL ALONG LENGTH OF COURT.REFER TO CIVIL GRADING PLANS FOR CONNECTION TO STORMDRAIN.8LC501BOCCE COURTSURFACE8"8"1LC501CONCRETE PAVING -PEDESTRIAN6" AT CENTER COURT SIDEPAVING SIDESECTION PLAN - ACCESSIBLE ENTRY4'-0"8"CURB BREAK FOR ACCESSIBLE ENTRY,SEE PLAN ABOVE#4 REBAR, VERT. @ 18" O.C.(2) #4 REBAR HORIZ. CONT., TYP.3LC503SEATWALLSECONDARY BOCCE COURT, PER PLAN1RRM-1400-1417.11C-63PICKLEBALL / TENNIS NET & POSTS3/4" = 1'-0"3'-0", FOR PICKLEBALL 3'-6", FOR TENNIS 3'-6", TYP.5LC501SPORTS COURT SURFACINGPT CONCRETE SLABCONCRETE FOOTINGGROUND POST SLEEVEW/ HINGED CAPNOTES:1.ALL NET HEIGHTS SHALL CONFORM TO USA TENNIS AND PICKLEBALL STANDARDS2'-0", TYP.3" CLR, TYP.RRM-1400-1417.11C-522PC CONCRETE FOOTING,2500 PSI @ 28 DAYS.FREESTANDING POSTBACKBOARD &MOUNTING PLATE2'-6"MIN.BASKETBALL HOOP1/2" = 1'-0"6"MIN.4'-6"(6) #4 VERT. REBAR(3)#3 TIES AT TOPFOOTINGREINFORCED NETTINGMETAL HOOP1LC501CONCRETE PAVING -PEDESTRIAN3RRM-1400-1417.11C-14MULTI GOAL3/8" = 1'-0"PLAN - FOOTING LOCATIONSNTS5LC501SPORTS COURTSURFACINGBACKBOARDHOOPREINFORCED NETTINGNOTES:1.ALL COMPONENTS SHALL BE MANUFACTURED BY KOMPAN,OR APPROVED EQUAL, PER SPECIFICATIONS.INTEGRATED BACKSTOP PANELFUTSAL GOAL OPENING BACKBOARD MOUNTING PLATECENTER POST SUPPORTCROSSBAR MEMBERIN-GOAL BALL STOP PANEL1LC501CONCRETEPAVING -PEDESTRIANCONCRETE POST FOOTING, PERMANUFACTURERRECOMMENDATIONS. TOP OFFOOTING SHALL START AT BASEOF SPORTS COURT SURFACING/ CONCRETE PAVING. TYP.ELEVATIONALIGN WITHEDGE OFCOURT4 LC513N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC5-1417-11-C.dwg, LC513, Apr 02, 2025 3:51pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPCONSTRUCTION DETAILSSWITCHBACK RAMP AT MULTI SPORT COURTS3/4" = 1'-0"SEE STRUCTURAL DETAIL42/S-3123" CLR,TYP.PER GRADING PLAN FSFS4LC504RAMP HANDRAIL3'-0", TYP.1LC501CONCRETE PAVING -PEDESTRIANTYP.4" PERF. PIPE IN SOCK.CONNECT TO STORMDRAIN PER CIVIL PLANS.3/4" DRAIN ROCK WRAPPEDIN FILTER FABRICWATERPROOFING ATBACK OF WALL, TYP.4LC504RAMP HANDRAIL1'-0"1 1/2"4'-0" CLEAR MIN., PER PLAN4'-0" CLEAR MIN., PER PLAN6LC504METALPICKETGUARDRAILSEE STRUCTURAL DETAIL42/S-3122LC503SITE WALL - 12" WSEE STRUCTURAL DETAIL22/S-3121RAMP AT TENNIS COURTS3/4" = 1'-0"WALL REINFORCEMENTAND FOOTING PER DETAIL22/S-3123" CLR,TYP.FSFS4LC504RAMP HANDRAIL1LC501CONCRETE PAVING -PEDESTRIANTYP.4" PERF. PIPE IN SOCK. CONNECTTO STORM DRAIN PER CIVIL PLANS.3/4" DRAIN ROCK WRAPPEDIN FILTER FABRICWATERPROOFING ATBACK OF WALL, TYP.8"ADJACENT PLANTER, PER PLANCONCRETE PAVING, BEYOND1'-6"1'-4"CONCRETE FOOTINGFLUSH AT PAVING 2" AT PLANTER 4'-0" CLEAR MIN.3'-0", TYP. 2'-3" MAX HEIGHT, PER GRADING PLAN 6LC504METAL PICKETGUARDRAILWALL REINFORCEMENTAND FOOTING PER DETAIL22/S-31226"EQ.7"CL1/4"1/4"1/8"ROAD1/8"1/8"1/4"10'-9"FG36"FIELD VERIFY FOR ACTUAL DIMENSION REQUIREDEQ.VARIES PER FIELDCONDITIONSNOTCH PIPEAT WELD JOINTNOTCH PIPE ATWELD JOINT40"NOTCH PIPE ATWELD JOINTSCH 80GALVANIZEDSTEEL PIPESCH 80 GALVANIZEDSTEEL PIPESCH 80 GALVANIZEDSTEEL PIPENOTCH PIPE ATWELD JOINTSCH 80 GALVANIZEDSTEEL PIPESCH 80 GALVANIZEDSTEEL PIPEFSFGFOOTING DETAIL,SEE ABOVEGATE POSTENLARGEMENT,SEE ABOVELOCK ENLARGEMENT,SEE ABOVECLCLCLCLGATE ELEVATION SCALE: 1/2" = 1'-0"1/4"1/4"TYP.SCH 80 GALVANIZEDSTEEL POSTSCH 40 GALVANIZEDSTEEL POST1/4" THICK STEEL CAP, WELDTO TOP OF 5 9/16" O.D. POSTAND 6 5/8" O.D. SLEEVE.3/8" ZERK FITTING.SCH 40 GALVANIZEDSTEEL POSTVEHICULAR GATE1/2" = 1'-0"2"24"5'-0"12"6"3" CLR.MIN.1" MIN. CLEAR TO BACK OF CURBFOUR (4) #4 REBARSVERTICAL W/ #4 REBARCAGES @ 12" O.C.HORIZONTAL.SCH 40 GALVANIZED STEELPOSTPC CONCRETE FOOTINGCOMPACTEDSUBGRADEFOOTING DETAIL SCALE: 3/4" = 1'-0"15"9"EQ.EQ.FOUR (4) #4 REBARSVERTICAL W/ #4 REBARCAGES @ 12" O.C.HORIZONTAL.SCH 40 GALVANIZED STEELPOSTPC CONCRETE FOOTINGCLCL3/4"12"1 12"2"R3/4"A3/16"1/8"1/8"13/16"SCH 40 GALVANIZED STEEL POST1/4" THICK STEEL CAP, WELD TO END OF TOP RAIL.LOCK PLATE. 1/4" THICK STEEL PLATE,WELD TO BOTTOM AND END OFRAIL.1" DIAMETER ELONGATED HOLE INBOTH HASPS.KNOX LOCK, PROVIDED BY COUNTYPARKS.1/4" THICK STEEL CAP, WELD TO END OF TOP RAIL.LOCK PLATE. 1/4" THICK STEELPLATE, WELD TO BOTTOMAND END OF RAIL.SCH 40 GALVANIZEDSTEEL POST1/4" THICK STEEL CAP, WELD TO END OF TOP RAIL.1" DIAMETER ELONGATEDHOLE IN BOTH HASPS.SCH 40 GALVANIZEDSTEEL POSTSCH 40 GALVANIZEDSTEEL POST1/4" THICK STEEL CAP, WELD TO END OF TOP RAIL.LOCK ENLARGEMENT SCALE: 3" = 1'-0"SECTION A SCALE: 3" = 1'-0"SECTION B SCALE: 3/4" = 1'-0"GATE POST ENLARGEMENT SCALE: 3" = 1'-0"BRRM-1400-1417.11C-2133 LC514N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC5-1417-11-C.dwg, LC514, Apr 02, 2025 1:37pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPCONSTRUCTION DETAILS4'-034"2'-014"BASKETBALL COURT1" = 10'84'-0"42'-0"50'-0" TO OUTSIDE EDGE 39'-6" TO OUTSIDE EDGE 12'-0" TO OUTSIDE EDGE EQ.EQ.5'-5" TOTANGENT POINT5'-5" TO OUTSIDE EDGE 19'-0"R19'-9"OUTSIDE EDGER6'-0"OUTSIDE EDGER6'-0"OUTSIDE EDGENOTES:1.ALL PAINTED LINES AND MARKS ON THE COURTS SHALL BE 2" WIDE UNLESS OTHERWISE NOTED. COLOR: WHITE.2.ALL DIMENSIONS ARE SYMMETRICAL ABOUT CENTERLINE, UNLESS OTHERWISE NOTED.3.APPLY COLORED COURT SURFACING PER MANUFACTURERS INSTRUCTIONS.COURT SURFACING COLOR #1COURT SURFACING COLOR #2COURT SURFACING COLOR #33LC512BASKETBALLHOOPCITY LOGO, COLOR: WHITECITY LOGO EMBLEM SURFACINGOR4LC512MULTI GOAL1RRM-1400-1417.11C-214TENNIS COURT LAYOUT1" = 10'NOTES:1.ALL PAINTED LINES AND MARKS ON THE COURTS SHALL BE 2" WIDE UNLESS OTHERWISE NOTED. COLOR: WHITE.2.ALL DIMENSIONS ARE SYMMETRICAL ABOUT CENTERLINE, UNLESS OTHERWISE NOTED.3.APPLY COLORED COURT SURFACING PER MANUFACTURERS INSTRUCTIONS.36'-0"78'-0"4'-6"27'-0"4'-6" 27'-0" 13'-6"13'-6"21'-0"39'-0"18'-0"3'-0"COURT SURFACING COLOR #1COURT SURFACING COLOR #22LC512PICKLEBALL / TENNISNET & POSTSRRM-1400-1417.11C-21521'-0"44'-0"7'-0" CLR MIN. 7'-0" CLR MIN.10'-0"CLR. MINWHITEEDGE LINEPICKLEBALL NET (36" TALL)WHITEBASE LINEWHITESERVICECENTER LINEPICKLEBALL COURT LAYOUT1" = 10'COURT SURFACING COLOR #1COURT SURFACING COLOR #2COURT SURFACING COLOR #3CONCRETE JOINTS. SEAL ALL JOINTSPRIOR TO APPLYING COURTSURFACING OVERLAYMENT20'-0"2LC512PICKLEBALL /TENNIS NET &POSTS3RRM-1400-1417.11C-20 LC701PRE-FABRICATED SHADE SHELTER N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC7-1417-11-C.dwg, LC701, Apr 01, 2025 4:34pm, dknight RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22N O T F O R C O N S T R U C T I O NAPRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPSHADE STRUCTURE AT VISTA1" = 1"1RRM-1400-1417.11C-206 LC702PRE-FABRICATED SHADE SHELTER N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC7-1417-11-C.dwg, LC702, Apr 01, 2025 4:34pm, dknight RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22N O T F O R C O N S T R U C T I O NAPRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPSHADE STRUCTURE AT BOCCE COURTS1" = 1"RRM-1400-1417.11C-2051 LC703PRE-FABRICATED SHADE SHELTER N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC7-1417-11-C.dwg, LC703, Apr 01, 2025 4:34pm, dknight RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22N O T F O R C O N S T R U C T I O NAPRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPSHADE STRUCTURE AT PICNIC AREA1" = 1"1RRM-1400-1417.11C-204 LC704PRE-FABRICATED SHADE STRUCTURE N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC7-1417-11-C.dwg, LC704, Apr 02, 2025 4:25pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22N O T F O R C O N S T R U C T I O NAPRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPSHADE STRUCTURE AT PLAY AREA1" = 1"RRM-1400-1417.11C-2231CUT SHEET NOT AVAILABLE LC705PRE-FABRICATED BLEACHERS N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC7-1417-11-C.dwg, LC705, Apr 01, 2025 4:35pm, dknight RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22N O T F O R C O N S T R U C T I O NAPRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPBLEACHERS1" = 1"RRM-1400-1417.11C-2071 LC706PLAY EQUIPMENT CUTSHEETS N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC7-1417-11-C.dwg, LC706, Apr 02, 2025 4:27pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22N O T F O R C O N S T R U C T I O NAPRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPPE-01GEO-ARENAPE-02TRIITOPIAPE-03FAIRVIEW LC707PLAY EQUIPMENT CUTSHEETS N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC7-1417-11-C.dwg, LC707, Apr 02, 2025 4:27pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22N O T F O R C O N S T R U C T I O NAPRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPPE-04TRIPLE BAY SWING (CUSTOM CONFIGURATION)PE-05SPIDERWEBPE-06O'TANNENBAUMPE-07SEE-SAWCUT SHEET NOT AVAILABLECUT SHEET NOT AVAILABLE LC708PLAY EQUIPMENT CUTSHEETS N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC7-1417-11-C.dwg, LC708, Apr 02, 2025 4:28pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22N O T F O R C O N S T R U C T I O NAPRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPPE-08EMBANKMENT SLIDEPE-09SPRING RIDERPE-10NESTPE-11TIGHTROPECUT SHEET NOT AVAILABLECUT SHEET NOT AVAILABLECUT SHEET NOT AVAILABLE LC709PLAY EQUIPMENT CUTSHEETS N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LC7-1417-11-C.dwg, LC709, Apr 02, 2025 4:28pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22N O T F O R C O N S T R U C T I O NAPRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPPE-12HORIZONTAL BARSPE-13WHITEWATERPE-15BABEL DRUMPE-17HARMONYCUT SHEET NOT AVAILABLEPE-14TUBULAR BELLSPE-16BELL LYRE CITY STD#8670CITY STD#8650CITY STD#8620CITY STD#8660SYMBOLMANUFACTURER/MODEL/DESCRIPTIONPSIDETAILHUNTER MP CORNER PROS-12-PRS40-CV-RSHRUB ROTATOR, 12IN. POP-UP WITH CHECK VALVE,PURPLE CAP, PRESSURE REGULATED TO 40 PSI, MPROTATOR NOZZLE. T=TURQUOISE ADJ ARC 45-105 ONPRS40 BODY.40HUNTER MP STRIP PROS-12-PRS40-CV-RSHRUB ROTATOR, 12IN. POP-UP WITH FACTORYINSTALLED CHECK VALVE, RECLAIMED BODY CAP,PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE.LCS=IVORY LEFT STRIP, SS=BROWN SIDE STRIP,RCS=COPPER RIGHT STRIP ON PRS40 BODY.40HUNTER MP1000 PROS-12-PRS40-CV-RSHRUB ROTATOR, 12IN. POP-UP WITH CHECK VALVE,PURPLE CAP, PRESSURE REGULATED TO 40 PSI, MPROTATOR NOZZLE. M=MAROON ADJ ARC 90 TO 210,L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC ONPRS40 BODY.40HUNTER MP2000 PROS-12-PRS40-CV-RSHRUB ROTATOR, 12IN. POP-UP WITH FACTORYINSTALLED CHECK VALVE, RECLAIMED BODY CAP,PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE.K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC210-270, R=RED 360 ARC ON PRS40 BODY.40RAIN BIRD 1800-1400 FLOODFIXED FLOW RATE 0.25 GPM, FULL CIRCLE BUBBLER,1/2IN. FIPT.30SYMBOLMANUFACTURER/MODEL/DESCRIPTIONPSIRADIUSDETAILHUNTER I-20-06-PRB-R-MPR 25TURF ROTOR, 6IN. POP-UP. ADJUSTABLE AND FULLCIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. MPRNOZZLE. WITH RECLAIMED WATER PURPLE ID COVER.PRESSURE REGULATING BODY.3524'HUNTER I-20-06-PRB-R-MPR 30TURF ROTOR, 6IN. POP-UP. ADJUSTABLE AND FULLCIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. MPRNOZZLE. WITH RECLAIMED WATER PURPLE ID COVER.PRESSURE REGULATING BODY.3530'HUNTER I-20-06-PRB-R-MPR 35TURF ROTOR, 6IN. POP-UP. ADJUSTABLE AND FULLCIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. MPRNOZZLE. WITH RECLAIMED WATER PURPLE ID COVER.PRESSURE REGULATING BODY.3534'HUNTER I-40-06-SS-HS-R 08TURF ROTOR, 6IN. POP-UP. ADJUSTABLE TO FULL CIRCLE.DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1IN.FEMALE NPT INLET THREADS, HIGH SPEED NOZZLE. WITHPURPLE COVER FOR RECLAIMED WATER ID.5041'HUNTER I-40-06-SS-HS-R 10TURF ROTOR, 6IN. POP-UP. ADJUSTABLE TO FULL CIRCLE.DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1IN.FEMALE NPT INLET THREADS, HIGH SPEED NOZZLE. WITHPURPLE COVER FOR RECLAIMED WATER ID.5045'HUNTER I-40-06-SS-HS-R 13TURF ROTOR, 6IN. POP-UP. ADJUSTABLE TO FULL CIRCLE.DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1IN.FEMALE NPT INLET THREADS, HIGH SPEED NOZZLE. WITHPURPLE COVER FOR RECLAIMED WATER ID.5046'HUNTER I-40-06-SS-HS-R 15TURF ROTOR, 6IN. POP-UP. ADJUSTABLE TO FULL CIRCLE.DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1IN.FEMALE NPT INLET THREADS, HIGH SPEED NOZZLE. WITHPURPLE COVER FOR RECLAIMED WATER ID.5051'HUNTER I-20-12-PRB-MPR-R 25SHRUB ROTOR, 12IN. POP-UP. ADJUSTABLE AND FULLCIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. MPRNOZZLE. WITH PURPLE COVER FOR RECLAIMED WATER.2523'HUNTER I-20-12-PRB-MPR-R 30SHRUB ROTOR, 12IN. POP-UP. ADJUSTABLE AND FULLCIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. MPRNOZZLE. WITH PURPLE COVER FOR RECLAIMED WATER.2529'HUNTER I-20-12-PRB-MPR-R 35SHRUB ROTOR, 12IN. POP-UP. ADJUSTABLE AND FULLCIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. MPRNOZZLE. WITH PURPLE COVER FOR RECLAIMED WATER.2532'SYMBOLMANUFACTURER/MODEL/DESCRIPTIONDETAILRAIN BIRD XCZ-075-PRFLOW FLOW DRIP CONTROL KIT, 3/4IN. LOW FLOWVALVE, 3/4IN. PRESSURE REGULATING RBY FILTER, AND30PSI PRESSURE REGULATOR. 0.2GPM-5GPM.RAIN BIRD XCZF-100-PRFMEDIUM FLOW DRIP CONTROL KIT. 1IN. DV VALVE WITH1IN. PRESSURE REGULATING FILTER AT , AND MDCFFITTING. 3 GPM-15 GPM.PIPE TRANSITION POINT ABOVE GRADEPIPE TRANSITION POINT FROM PVC LATERAL TO DRIPTUBING WITH RISER TO ABOVE GRADE INSTALLATION.CORNERLSTRSTSST10002000140814041402140125303508101315253035CITY STD#8650CITY STD#8650CITY STD#8650CITY STD#8650CITY STD#8650CITY STD#8650CITY STD#8650CITY STD#8650CITY STD#8650CITY STD#8650CITY STD#8650CITY STD#8650CITY STD#8650CITY STD#8620CITY STD#8630CITY STD#8640CITY STD#8550CITY STD#8550CITY STD#8520CITY STD#8520CITY STD#8550CITY STD#6250CITY STD#8610CITY STD#8610AREA TO RECEIVE DRIP EMITTERSRAIN BIRD XB-PC-(PURPLE)SINGLE OUTLET, PRESSURE COMPENSATING DRIPEMITTERS. FLOW RATES OF 0.5 GPH=BLUE, 1.0GPH=BLACK, AND 2.0 GPH=RED. COMES WITH ASELF-PIERCING BARB INLET X BARB OUTLET. INSTALL ON1/2" PURPLE (RECLAIMED) DRIP DISTRIBUTION TUBINGEmitter Notes:05PC emitters (1 assigned to each 4" Pot plant)05PC emitters (1 assigned to each 1 gal plant)05PC emitters (1 assigned to each 5 gal plant)AREA TO RECEIVE DRIPLINERAIN BIRD XFS-09-12-NPXFS NON POTABLE SUB-SURFACE PRESSURECOMPENSATING DRIPLINE W/COPPER SHIELDTECHNOLOGY. 0.9 GPH EMITTERS AT 12" O.C. LATERALSSPACED AT 12" APART, WITH EMITTERS OFFSET FORTRIANGULAR PATTERN. UV RESISTANT. SPECIFY XF INSERTFITTINGS.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONDETAILHUNTER ICV-G-BSP-R1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC REMOTECONTROL VALVES, GLOBE CONFIGURATION, WITH BSPTHREADED INLET/OUTLET, FORCOMMERCIAL/MUNICIPAL USE. WITH RECLAIMEDWATER ID, PURPLE HANDLE.RAIN BIRD 33-DNP3/4IN. BRASS QUICK-COUPLING VALVE, WITHCORROSION-RESISTANT STAINLESS STEEL SPRING,LOCKING THERMOPLASTIC NON-POTABLE PURPLERUBBER COVER, AND 2-PIECE BODY.MATCO NORCO BRASS BALL VALVESUPERIOR 3000-RW 3"NORMALLY CLOSED BRASS MASTER VALVE THATPROVIDES DIRTY WATER PROTECTION AND 3-WAYSOLENOID DESIGN. AVAILABLE IN 1IN., 1-1/4IN.,1-1/2IN., 2IN., 2-1/2IN. AND 3IN. SIZES. WITH PURPLECROSS HANDLE FOR RECLAIMED WATER USE.SUPERIOR 3000-RW 3"NORMALLY CLOSED BRASS MASTER VALVE THATPROVIDES DIRTY WATER PROTECTION AND 3-WAYSOLENOID DESIGN. AVAILABLE IN 1IN., 1-1/4IN.,1-1/2IN., 2IN., 2-1/2IN. AND 3IN. SIZES. WITH PURPLECROSS HANDLE FOR RECLAIMED WATER USE.CALSENSE CONTROLLER A - PER CITY STDICA10-CS3-40/CSTP110/CS3GRK/COMM-5YR-2MV1MV2ACITY STD#8660CITY STD#8660CITY STD#8620CALSENSE CONTROLLER B - PER CITY STD.MODEL #ICA16-CS3-40/CSTP110/CS3GRK/COMM-5YR-2CALSENSE FM-1BCALSENSE IMPELLER FLOW SENSOR. 1IN. BRASSTEE-MOUNTED. 2 GPM-50 GPM.CALSENSE FM-2BCALSENSE IMPELLER FLOW SENSOR. 2IN. BRASSTEE-MOUNTED. 6 GPM-166 GPMVFD BOOSTER PUMP20 PSI BOOST; 120 GPM; 3" INLET; 5 HP 208-230 OR 460VAC; 1 OR 3 PHASE 60HZMODEL - IBPCO-5-2-3/VFD-F/FILT103CCONTACT - KIM GOLDENSTEIN 619-232-7867BFS2WILKENS FSC SERIESWYE STRAINER. INSTALL 12" ABOVE GROUND. LINE SIZEWATER METER 1"WATER METER 2"IRRIGATION LATERAL LINE: PVC SCHEDULE 40PURPLE (RECLAIMED) PIPEIRRIGATION MAINLINE: PVC SCHEDULE 40PURPLE (RECLAIMED) PIPEPIPE SLEEVE: PVC SCHEDULE 40PURPLE (RECLAIMED) PIPEYM1M2#"#Valve NumberValve SizeValve FlowValve Callout#CITY STD#8610CITY STD#8550DETAIL1/LI501LI001IRRIGATION NOTES AND LEGEND N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LI-1417-11-C.dwg, LI001, Mar 31, 2025 4:20pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22MARCH 31, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MP1.PROJECT INFORMATION - SEE COVER PAGE OF THIS DRAWING SET FOR ALL INFORMATION INCLUDING,DATE, PROJECT APPLICANT AND OWNER, AND ADDRESS.TOTAL LANDSCAPE AREA: 195,136* SHRUBS GROUNDCOVER AND TREES: 113,213 SQFTIRRIGATED NATURAL TURF: 81,923 SQFT (SPECIAL LANDSCAPE AREA)ESTIMATED TOTAL WATER USE (ETWU): 3,191,801 GALLONS PER YEARMAXIMUM APPLIED WATER ALLOWANCE (MAWA): 3,608,186 GALLONS PER YEAR2.PROJECT TYPE - NEW CONSTRUCTION3.WATER SUPPLY - RECLAIMED4.CHECKLIST OF ALL DOCUMENTS IN LANDSCAPE DOCUMENT PACKAGE:X LANDSCAPE DESIGN PLAN - INCLUDED IN THESE LANDSCAPE DRAWINGSX IRRIGATION DESIGN PLAN - INCLUDED IN THESE LANDSCAPE DRAWINGSX GRADING DESIGN PLAN - PER CIVIL SHEETS5.WATER BUDGET CALCULATIONS (MAWA) AND (ETWU). SEE BELOW.6.AREAS WITHIN THE PROJECT SITE THAT ARE TO BE USED FOR RECREATIONAL PURPOSES AND ANY AREASTHAT THAT WILL BE IRRIGATED WITH RECYCLED WATER ARE CLASSIFIED AS SPECIAL LANDSCAPE AREAS.SPECIAL LANDSCAPE AREAS HAVE BEEN INCORPORATED INTO THE FOLLOWING CALCULATIONS ANDARE REFLECTED IN THE MAXIMUM APPLIED WATER ALLOWANCE PER CALIFORNIA CODE OF REGULATIONSAND THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE. SEE SOURCE BELOW.7.I AGREE TO COMPLY WITH THE REQUIREMENTS OF MWELO.___________________________________________________________________CHRIS DUFOUR, LANDSCAPE ARCHITECT | CA LICENSE NUMBER #4993CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING ITEMS:HTTP://WWW.WATER.CA.GOV/WATERUSEEFFICIENCY/DOCS/MWELO09-10-09.PDF1.COMPOSTINGINCORPORATE COMPOST AT A RATE OF AT LEAST FOUR CUBIC YARDS PER 1,000 SQUARE FEET TO ADEPTH OF SIX INCHES INTO LANDSCAPE AREA - UNLESS CONTRA-INDICATED BY A SOILS REPORT.2.PLANT MATERIALFOR RESIDENTIAL AREAS, INSTALL CLIMATE ADAPTED PLANTS THAT REQUIRE OCCASIONAL, LITTLE ORNO SUMMER WATER (AVERAGE WUCOLS PLANT FACTOR 0.3) FOR 75% OF THE PLANT AREAEXCLUDING EDIBLES AND AREAS USING RECYCLED WATER.3.IRRIGATION SYSTEMSHALL COMPLY WITH THE FOLLOWING:AUTOMATIC IRRIGAITON CONTROLLERS ARE REQUIRED AND MUST USE EVAPOTRANSPIRATION ORSOIL MOISTURE SENSOR DATA AND UTILIZE A RAIN SENSOR.IRRIGATION CONTROLLERS SHALL BE A TYPE WHICH DOES NOT LOSE PROGRAMMING DATA IN THEEVENT THE PRIMARY POWER SOURCE IS INTERRUPTED.PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM O ENSURE THE DYNAMICPRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURES RECOMMENDED PRESSURE RANGE.ALL IRRIGAITON EMIISION DVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD,ASABE/ICC 802-2014 “LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD,” ALL SPRINKLERHEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTEROF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014.AREAS LESS THAN TEN (10) FEET IN WIDTH IN ANY DIRECTION SHALL BE IRRIGATED WITH SUBSURFACEIRRIGATION OR OTHER MEANS THAT PRODUCES NO RUNOFF OR OVERSPRAY.4.FINAL INSPECTIONAT THE TIME OF FINAL INSPECTION, THE CONTRACTOR MUST PROVIDE THE OWNER OF THE PROPERTYWITH A CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, IRRIGATION SCHEDULE AND ASCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE.COMPLIANCE WITH MWELO1.CONTRACTOR SHALL SLEEVE ALL LATERALS AND MAINLINES RUNNINGUNDER PAVING.2.IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WILL BEDETERMINED AT THE TIME OF INSTALLATION. MAINLINE AND LATERALS SHALLBE PLACED IN THE SAME TRENCH WHEN POSSIBLE. ALL Q.C. VALVES ARE TOBE LOCATED 12" FROM SIDEWALKS, CURBS, ASPHALT & CONCRETESURFACES.3.ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING, TOCOMPLETE THE WORK, SHALL BE PROVIDED BY THE IRRIGATIONCONTRACTOR.4.INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS AND/OR SPECIFICATIONS.5.CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS AND SITECONDITIONS PRIOR TO BEGINNING WORK. SHOULD CONFLICTINGINFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFYTHE PROJECT LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORKIN QUESTION.6.DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THEDRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADEDIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHTNOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONSOR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THELANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOTPERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FORANY REVISIONS NECESSARY AT NO EXPENSE TO THE CITY REPRESENTATIVE.7.SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVEBOXES. LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE. LABEL ALLWIRES W/ WATERPROOF MARKERS AT ALL SPLICES AND VALVE MANIFOLDS.8.CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALLMATERIAL APPEARING ON PLAN.9.PROVIDE PVC SHUTOFF VALVE FOR EACH VALVE ON PRESSURE SIDE.10.ALL EXISTING UTILITIES, WATER LINES AND FIRE HYDRANTS SHALL REMAINCONNECTED AND IN FULL CONTINUOUS OPERATION DURING ANDFOLLOWING ALL CONTRACT WORK.11.CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO THEIRRIGATION SYSTEM FOLLOWING A PRECIPITATION TEST PER THE CITY.ADJUSTMENTS SHALL INCLUDE BUT WILL NOT BE LIMITED TO: HEADRELOCATION, CHANGING NOZZLES, AND ADJUSTING ARC PATTERNS TOATTAIN 65% EFFICIENT UNIFORMITY AS REQUIRED BY THE CITY.12.CONTRACTOR SHALL SLEEVE ALL PIPE CROSSINGS UNDER HARDSCAPE. ALLSLEEVES UNDER PAVING SHALL RECEIVE IDENTIFYING MARK ON TOP OFHARDSCAPE AT EDGE OF PLANTER TO INDICATE LOCATION OF SLEEVE.EXTEND ALL SLEEVES 18" BEYOND EDGE OF HARDSCAPE, TYP.13.ALL NEW IRRIGATION BOXES, AND ADDITIONAL BOXES SHALL BE LOCATED INPLANTING AREAS 18" MIN. AWAY FROM ADJACENT PAVING, 5' MIN. AWAYFROM IMMEDIATE BUILDING ENTRIES, AND SHALL BE LABELED AS RECYCLEDWATER PER CITY STANDARD. CONTRACTOR SHALL CONFIRM FINALLOCATION WITH CITY REPRESENTATIVE PRIOR TO INSTALLATION.14.FOR ALL DRIP AREAS: CONTRACTOR TO INSTALL AIR RELIEF VALVES,OPERATION INDICATORS AND FLUSH VALVES IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS.15.CONTRACTOR SHALL NOT INSTALL ANY PLANTING UNTIL THE FOLLOWINGARE COMPLETED: 1. THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL.2. HYDROSTATIC PRESSURE TESTS SHALL BE PERFORMED ON MAIN ANDLATERAL LINES. 3. ALL ZONES SHALL PASS A COVERAGE TEST. 4.CONTROLLERS SHALL BE FULLY OPERATIONAL.16.IRRIGATION TO BE INSPECTED BY CITY CROSS-CONNECTION SPECIALISTBEFORE BEING BURIED. TAPE IDENTIFYING RECYCLED WATER LINES TO BEBURIED 6 IN-1 FT ABOVE THE WATERLINE. CITY CROSS-CONNECTIONSPECIALIST TO PERFORM PRESSURE TEST ON IRRIGATION ONCE IT HAS BEENINSTALLED. CITY CROSS-CONNECTION SPECIALIST TO PERFORMCROSS-CONNECTION TEST ON SYSTEM ONCE ALL PLUMBING FOR BOTHPOTABLE AND IRRIGATION HAS BEEN COMPLETED.17.CONTRACTOR SHALL REQUEST AS-BUILT DRAWINGS PRIOR TO BID ANDCONFIRM SCOPE OF IRRIGATION CONSTRUCTION. AS BUILTS AREAVAILABLE THROUGH CITY PARK AND RECREATION DEPARTMENT. IF ANYERRORS AND/OR ISSUES ARE FOUND, CONTRACTOR SHALL REPORT THIS TOCITY REPRESENTATIVE IMMEDIATELY.18.CONTRACTOR SHALL REPLACE ANY BROKEN OR FAILING IRRIGATIONEQUIPMENT IN KIND. IF EQUIPMENT IS FOUND TO BE INADEQUATE OR CAUSESOVERSPRAY, CONTRACTOR SHALL REPLACE OR ADJUST EQUIPMENT ASNEEDED TO PROVIDE ADEQUATE COVERAGE.19.INSTALL RECYCLED WARNING SIGNS AT ALL PROJECT ENTRIES. SIGNS SHALLCONFORM TO STATE REGULATIONS FOR RECYCLED WATER USE.20.ALL EQUIPMENT SHOWN FOR RECYCLED WATER USE SHALL DISPLAYAPPROPRIATE PURPLE NON-POTABLE IDENTIFICATION PER CITY STANDARDDETAILS.(CONFIRM IF WE NEED THIS NOTE - "HOSE BIBBS MUST BE LABELED AS POTABLE". IFNO HOSE BIBBS ADD NOTE THAT STATES THERE ARE NONE)21.RECYCLED AND DOMESTIC WATER METERS WILL NOT BE INSTALLED WITHOUTTHE APPROVAL OF CITY OF SAN LUIS OBISPO UTILITIES DEPARTMENT.IRRIGATION NOTESWATER USE CALCULATIONSIRRIGATION SCHEDULESEE LI501 FOR CALCULATIONSSYMBOLMANUFACTURER/MODEL/DESCRIPTIONDETAIL WWWWWWRWRWRWWWCTVDCTVEBIBIBIBIBIBIBEBIBIB EBSTOPGBGBGBGBGBGBGBGBGBGB GBGBGBGBGBGBGBGBGBGBGBGBGB GBGBGB GBGB GBGBGB GBGBGBGBGB GBGBGBGBGBGBGBGBGBGBGB GB GB GB GBGB GBGB GB GB GBGB GB GB GB GBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGB GB GB GBGB GBGBGBGB>>>>>>>>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKNOPARKINGNOPARKINGNOPARKINGEV CHARGINGEV CHARGINGEV CHARGINGEV CHARGINGEVNOPARKINGEV CHARGINGEV CHARGINGROW 1 SEAT ROW 2 SEAT ROW 3 SEATNOPARKINGNOPARKINGROW 1 SEAT ROW 2 SEAT ROW 3 SEAT EVEVEVC R E E K C H A N N E LC R E E K C H A N N E LC R E E K C H A N N E LC R E E K C H A N N E L0'-6 12 " S I D E W A L KS I D E W A L KS I D E W A L K PLPLPLPLPL PLPLPL PLPLPLPLPLPLPLLOWLOW LOWLOWLOWLO W LOWLOWLOWLOW LOWLOWLOWLOWLOW LOWLOWLOWEVEVEVEVEV321LOW PL LOW LOWLOWPLC R E E K C H A N N E LC R E E K C H A N N E LLOWEV CHARGINGEVEV(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)PUEPUE PUEPUESTOPGBGBGBGBGBGBGBGBGBGB GBGBGBGBGBGBGBGBGBGBGBGBGB GBGBGB GBGB GBGBGB GBGBGBGBGB GBGBGBGBGBGBGBGBGBGBGB GB GB GB GBGB GBGB GB GB GBGB GB GB GB GBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGB GB GB GBGB GBGBGBGB>>>>>>>>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKNOPARKINGNOPARKINGNOPARKINGEV CHARGINGEV CHARGINGEV CHARGINGEV CHARGINGEVNOPARKINGEV CHARGINGEV CHARGINGROW 1 SEAT ROW 2 SEAT ROW 3 SEATNOPARKINGNOPARKINGROW 1 SEAT ROW 2 SEAT ROW 3 SEAT EVEVEVC R E E K C H A N N E LC R E E K C H A N N E LC R E E K C H A N N E LC R E E K C H A N N E L0'-6 12 " S I D E W A L KS I D E W A L KS I D E W A L K PLPLPLPLPL PLPLPL PLPLPLPLPLPLPLLOWLOW LOWLOWLOWLO W LOWLOWLOWLOW LOWLOWLOWLOWLOW LOWLOWLOWEVEVEVEVEV321LOW PL LOW LOWLOWPLC R E E K C H A N N E LC R E E K C H A N N E LLOWEV CHARGINGEVEV(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)PUEPUE PUEPUETIBURON WAYRANCH HOUSEROADTIBURON WAYSDSD SD TIBURON WAY LI002RECYCLED WATER SIGNAGE LOCATIONS N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LI-1417-11-C.dwg, LI002, Mar 31, 2025 5:52pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22MARCH 31, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MP060120180feet1"=60'4020RECYCLED WATER SIGN, PER CITYSTD DETAIL #8810, #88201.RECYCLED WATER SIGNAGE SHALL MEET THE MINIMUM REQUIREMENTS OUTLINEDIN CITY OF SAN LUIS OBISPO ENGINEERING STANDARDS, #8820.GENERAL NOTESSYMBOL LEGENDRECYCLED WATER SIGN LOCATION EV EV EV EV ROW 1 SEATROW 2 SEATROW 3 SEAT ROW 1 SEATROW 2 SEATROW 3 SEAT SWW W WSSSRWRWRWRWRWRWRWRWSSSSSSSSSSWWMWMIBIBEBS S STOP GBGBGBGBGBGBGBGBGBGB GBGBGB GB GB GBGB GBGB GB GBGB GBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGB>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKNOPARKINGNOPARKINGNOPARKINGNOPARKINGC R E E K C H A N N E LC R E E K C H A N N E LS I D E W A L K PL PLPLPL PLPLLOWLOW LOWLOWLOWLOW LOWPLLOWPUESTOP GBGBGBGBGBGBGBGBGBGB GBGBGB GB GB GBGB GBGB GB GBGB GBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGB>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKNOPARKINGNOPARKINGNOPARKINGNOPARKINGC R E E K C H A N N E LC R E E K C H A N N E LS I D E W A L K PL PLPLPL PLPLLOWLOW LOWLOWLOWLOW LOWPLLOWPUEM1MV1 353535350.44B11"6.01B21"6B31"B41.541"B531"B63.51"0.66B71"5B91"5.5B101"1.59B131"2.28B151"15.2B161"8.75B171"0.69B201"3.02B211"3B221"1.5B231"B2431"B252.51"B260.561"B278.421"B285.61"0.73B301"3.5B311"0.9B321"3.12B331"2B341"22.6B35112"23.4B36112"2.5B371"15.8B381"34"34"34"34"34"34"34"34"34"34"114"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"334"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"RECYCLED WATER SIGN, PERCITY STANDARD 8820, TYP.34"RECYCLEDWATER SIGN, PERCITY STANDARD8820, TYP.POINT OF CONNECTION1" RW METER.CONTRACTOR TO INSTALLMETER ON EX. SERVICELATERAL. AVAILABLE PSI =80 PSI (VERIFY IN FIELD)POTABLE WATER METER34"34"34"34"34"34"34"34"34"34"34"34"NORTH RESTROOM, POTABLE WATERWWWW3535353535353534"34"34"34"34"LOCATE MAINLINE INLANDSCAPE AREA BELOWWALK OUTSIDE CREEKSETBACK AREA. TYP.334"34"BID ALTERNATE 2: SHALLINCLUDE ALL REQUIRED WIRERUNS FROM CONTROLLER TOTHIS LOCATION FOR IRRIGATIONVALVES LOCATED IN BIDALTERNATE ACROSS THE CREEK.34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"POTABLE BACKFLOWPREVENTER34"114"34"34"B34"34"34"34"1"34"2.65B81"34"TIBURON WAY IRRIGATIONCONTROLLER - BLOCATION. WALLMOUNT IN RESTROOMMATCHLINE, SEE SHEET LI102KEYMAPLI101LI101IRRIGATION PLAN N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LI-1417-11-C.dwg, LI101, Apr 03, 2025 11:01am, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPLI102LI103LI104*HATCHED AREA REPRESENTSCURRENT SHEET1"=400'0204060feet1"=20'10 S W W W W W WSSSSSSSSS SJTRWRWRWRWRWRWRWWRWSSWSDCTVSSWVWVWVWVWVIBIBIBIBIBIBD GBGB GB GBGB GB GBGB GB GB GBGB GB GB GBGB GB GB GBGBGBGBGB GB GBGBGB GBGB GB GB GB GB GBGB >>>>>>>>>>> >>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKROW 1 SEATROW 2 SEATROW 3 SEATROW 1 SEATROW 2 SEATROW 3 SEATC R E E K C H A N N E LC R E E K C H A N N E L0'-6 12 "S I D E W A L KPLPLPLLOWLOWLOW LOWLOWLOW2PUEGBGB GB GBGB GB GBGB GB GB GBGB GB GB GBGB GB GB GBGBGBGBGB GB GBGBGB GBGB GB GB GB GB GBGB >>>>>>>>>>> >>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKROW 1 SEATROW 2 SEATROW 3 SEATROW 1 SEATROW 2 SEATROW 3 SEATC R E E K C H A N N E LC R E E K C H A N N E L0'-6 12 "S I D E W A L KPLPLPLLOWLOWLOW LOWLOWLOW2PUEMV2TIBURON WAY 30303030303030303030302525303025302525252525252525253535251010YA300.721"A311.5434"A325.51"3.05A331"13.8A341"0.43A361"0.87A371"34"34"34"34"34"114"34"34"34"114"34"114"112"112"34"34"114"34"34"34"34"34"34"34"34"34"34"34"34"34"1"3"3"1"114"34"34"34"34"34"34"34"34"114"34"34"M2POINT OF CONNECTION-A3" RW METER. CONTRACTORTO INSTALL METER ON EX.SERVICE LATERAL. AVAILABLEPSI = 80 PSI (VERIFY IN FIELD)ADRINKING FOUNTAIN, POTABLE WATERSOUTH RESTROOM, POTABLE WATERSSW SS SS SSW W W3 4"3535352535352525114"34"34"34"POTABLE WATER METER &BACKFLOW. SEE CS SHEETSCUT-CAP EX. RW MAINLINE AT VALVE INLETS.CONNECT EX. VALVES TO NEW RW MAINLINEEX. POTABLE WATERSERVICE LATERAL34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"3"34"1"34"34"3A351"34"FS234"34"34"34"34"IRRIGATIONCONTROLLER - ALOCATION. WALLMOUNT IN RESTROOMEV EV EV EV ROW 1 SEATROW 2 SEATROW 3 SEAT ROW 1 SEATROW 2 SEATROW 3 SEATMATCHLINE, SEE SHEET LI103MATCHLINE, SEE SHEET LI201LI102N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LI-1417-11-C.dwg, LI102, Apr 02, 2025 3:31pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPKEYMAP*HATCHED AREA REPRESENTSCURRENT SHEET1"=400'IRRIGATION PLANLI101LI102LI103LI1040204060feet1"=20'10 182236.63CP X WW W W W W W W WSDSDSDSDSDSDSDRWRWRWRWRWRWRWSSSSSSSSSSSSSSDCTVEB WVWVWVWVWVEBDGBGBGBGBGBGB GBGBGBGB GBGBGBGBGBGB NOPARKINGNOPARKINGS I D E W A L KPLPL LOWLOW LOWEVEVEVEVEV31LOW PL EV CHARGINGEVEV(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)PUEPUEGBGBGBGBGBGBGB GBGBGB GBGBGBGBGBGB NOPARKINGNOPARKINGS I D E W A L KPLPL LOWLOW LOWEVEVEVEVEV31LOW PL EV CHARGINGEVEV(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)PUEPUE A1541.22"3535353535353535151515151515151515151515151515151515151515151513101008101010081515151515151515151515151515101515101010101040.5A22"67.5A32"40.5A42"0.61A834"2.77A111"6A121"39.3A132"44.4A142"A1640.12"A1711.52"A181.441"A191.441"A2167.52"A2267.52"A2340.52"A251.071"1"1"114"1"1"1"112"2"2"34"34"1"1"1"2"34"34"1"112"114"114"112"212"114"112"114"112"114"112"2"114"114"112"114"112"2"114"112"114"112"114"112"114"112"2"1"114"1"2"2"2"114"114"2"112"2"2"112"114"114"114"112"212"2"212"34"34"34"34"1"114"1"34"34"2"114"34"1"3"3"34"3"3"3"114"1"2"34"TIBURON WAY 34"17.7A101"SSSSSS SS SS SSSDSDSD15151534"34"114"34"2"3"212"34"112"114"34"40.5A72"2"2"212"40.5A12"112"2"2"2"212"40.5A52"27A6112"2"34"114"114"114"112"2"A2440.52"2"2"2"112"2"35353530252525A2016.834"34"1"1"34"114"34"34"34"PROVIDE TEMPORARY POTABLECONNECTION AT FIRE HYDRANTTO IRRIGATION MAINLINEDURING INTERIM PERIOD UNTILRW METER INSTALLATION.112"34"34"34"34"34"34"34"34"34"1"34"34"A2648.52"3A91"34"34"34"EV EV EV EV ROW 1 SEATROW 2 SEATROW 3 SEAT ROW 1 SEATROW 2 SEATROW 3 SEAT MATCHLINE, SEE SHEET LI102MATCHLINE, SEE SHEET LI104 LI103IRRIGATION PLAN N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LI-1417-11-C.dwg, LI103, Mar 31, 2025 5:14pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22MARCH 31, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPKEYMAP*HATCHED AREA REPRESENTSCURRENT SHEET1"=400'LI101LI102LI103LI1040204060feet1"=20'10 >>>>>>>>>>>>>>>>>>>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKPLPLPLPLLOW LOWLOWLOWLOWC R E E K C H A N N E LC R E E K C H A N N E L>>>>>>>>>>>>>>>>>>>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKPLPLPLPLLOW LOWLOWLOWLOWC R E E K C H A N N E LC R E E K C H A N N E L353535353535353535351.47A271"28.8A28112"34"1"1"114"114"114"34"1"112"34"34"34"34"34"34"1"34"114"34"34"34"34"LOCATE MAINLINE INCAST IRON PIPE SLEEVE.FASTEN PIPE SLEEVE TOBRIDGE PER DETAIL.0.23A29112"BASE BID: SHALL INCLUDE ALLREQUIRED WIRE RUNS FROMCONTROLLER TO THISLOCATION FOR IRRIGATIONVALVES LOCATED IN BIDALTERNATE ACROSS THE CREEK.3535353535353535353535303025252525"34"34"2"34"34"1"34"1"34"34"34"34"34"34"114"114"112"34"34"34"34"34"34"34"34"34"A3813.81"A390.1734"A4011"22.9A41112"34"34"1"114"114"1"34"1"34"34"34"34"112"2"34"1"114"34"114"112"34"1"1"114"34"112"34"2"114"34"34"34"34"EV EV EV EV ROW 1 SEATROW 2 SEATROW 3 SEAT ROW 1 SEATROW 2 SEATROW 3 SEAT MATCHLINE, SEE SHEET LI103 LI104IRRIGATION PLAN N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LI-1417-11-C.dwg, LI104, Mar 31, 2025 5:55pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22MARCH 31, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPKEYMAP*HATCHED AREA REPRESENTSCURRENT SHEET1"=400'LI101LI102LI103LI1040204060feet1"=20'10 LI501IRRIGATION DETAILS N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LI-1417-11-C.dwg, LI501, Mar 31, 2025 6:02pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22MARCH 31, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MP53"VERIFY IN FIELD4 12" (2 PLCS) 9"12 516"8 18"34 316"3'-0"50"65"53"REF38" REF14 316"18 516"9" 36 516"28 12"NOTES:1. DIMENSIONS SHOWN ARE MINIMUM RECOMMENDED CLEARANCES FROM PUMP STATION TO SLAB EDGE.2. SLAB AND PUMP MUST BE BUILT IN ACCORDANCE WITH LOCAL BUILDING CODES.3. DETAIL PROVIDED FOR BIDDING PURPOSES ONLY. CONTACT FACTORY FOR CERTIFIED DRAWING PRIOR TOCONSTRUCTION.SLEEVE THRU PADRECOMMENDED LOCATIONFOR ELECTRICAL CONDUITPRESSURE GAUGE ANDTRANSDUCERINTAKE FLANGECONCRETE BASE W/ #4 BARS@18" O.C. BOTH WAYS7"TYP.6" MIN 6" MINCRUSHED AGGREGATE BASECOURSE @ 90% RELATIVECOMPACTIONEXHAUST FANALUMINUM ENCLOSURE7"TYP.PUMP CHARACTERISTICSPOWER: 5 HP 208-230 OR 460 VAC1 OR 3 PHASE 60HZFLOW: 120 GPMBOOST PRESSURE: ~20 PSIINLET PRESSURE: ~55 PSI (VERIFY IN FIELD)HEATER (INCLUDED IN OPTIONAL ENVIROMENTALPACKAGE)DISCHARGE ISOLATION VALVEHORIZONTAL PUMPCONTROLCABINETIRRIGATION MAINLINEPUMP STATIONPROVIDE 36" CLEAR FROMOBSTACLES ON ALL SIDES, TYP.FOR PUMP ENCLOSURE TO FULLYOPENMASTERVALVEFLOWSENSORMAINLINE WITH PRESSUREBOOST DOWNSTREAMOF PUMPPLAN VIEW: PUMPENCLOSURE AND CONCRETEPADPLAN VIEW: PUMP ENCLOSURE AND PUMPOBLIQUE VIEWSECTION VIEW: PUMP AND ENCLOSURESECTION VIEW: PUMP ENCLOSURE (SIDE)3/4" = 1'-0"CONCRETE PAVINGRRM-1400-1417.11C-219 TREES1ACER RUBRUMRED MAPLE24"BOXMODERATE5ANGOPHORA COSTATASYDNEY RED GUM24"BOXLOW4CASSIA LEPTOPHYLLAGOLD MEDALLION TREE24"BOXLOW7CEDRUS DEODARADEODAR CEDAR24"BOXLOW28CHILOPSIS LINEARIS 'BUBBA'BUBBA DESERT WILLOW15 GALLOW4CHIONANTHUS RETUSUSCHINESE FRINGE TREE24"BOXMODERATE4JACARANDA MIMOSIFOLIAJACARANDA24"BOXLOW6KOELREUTERIA BIPINNATACHINESE FLAME TREE24"BOXMODERATE8LIRIODENDRON TULIPIFERATULIP POPLAR24" BOXMODERATE2LYONOTHAMNUS FLORIBUNDUS ASPLENIFOLIUSFERNLEAF CATALINA IRONWOOD24"BOXLOW3PINUS HALEPENSISALLEPO PINE24"BOXLOW24PISTACIA CHINENSIS `KEITH DAVEY`KEITH DAVEY CHINESE PISTACHE24"BOXLOW4PLATANUS RACEMOSACALIFORNIA SYCAMORE15 GALMODERATE1QUERCUS ENGELMANNIIENGELMANN OAK24"BOXLOW2QUERCUS OBLONGIFOLIAMEXICAN BLUE OAK24"BOXLOW8QUERCUS RUGOSANETLEAF OAK24"BOXLOW8QUERCUS RYSOPHYLLALOQUAT LEAF OAK24"BOXLOW10QUERCUS TOMENTELLAISLAND OAK24"BOXLOW2TIPUANA TIPUTIPU TREE24"BOXMODERATE13TRISTANIOPSIS LAURINAWATER GUM24"BOXMODERATE13ULMUS PARVIFOLIA 'TRUE GREEN'TRUE GREEN LACEBARK ELM24" BOXMODERATE9X CHITALPA TASHKENTENSIS 'PINK DAWN'PINK DAWN CHITALPA36" BOXLOW166SUBTOTAL:BIOSWALELP001PLANTING SCHEDULE, NOTES & DETAILS N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LP-1417-11-C.dwg, LP001, Mar 31, 2025 3:27pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22MARCH 31, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPPLANTING SCHEDULEDETAILSYMBOLQTYBOTANICAL NAMECONTWUCOLSCITY STD8250*SEE LP002 FOR PLANTING SCHEDULE CONTINUATIONPLANTING NOTES1.CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANT MATERIAL ASSHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS.2.PLANT SCHEDULE SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL VERIFY QUANTITIES BY PLAN CHECK. NOTIFY PROJECTLANDSCAPE ARCHITECT OF ANY MAJOR DISCREPANCIES.3.CONTRACTOR SHALL SUBMIT LABELED PHOTOS OF ALL TREES AND SPECIMEN PLANTS FOR APPROVAL BY LANDSCAPE ARCHITECT. PHOTOSSHALL BE OF THE SPECIFIED CONTAINER SIZE.4.CONTRACTOR SHALL SUBMIT PHOTOS OF ANY SUBSTITUTED PLANTS.5.ADJUST PLANT MATERIAL AS NECESSARY AROUND UTILITY LOCATIONS. NOTIFY LANDSCAPE ARCHITECT OF ANY MAJOR CONFLICTS ORNECESSARY ADJUSTMENTS.6.SOILS SHALL BE PREPARED AND AMENDED PER THE SPECIFICATIONS. SOIL AMENDMENTS AND PREPARATION SHALL CONFORM TO STATEMODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND LOCAL WATER EFFICIENT LANDSCAPE ORDINANCES.7.ALL WORK ON THE IRRIGATION SYSTEM INCLUDING OPERATIONAL TESTS, AND BACKFILLING OF TRENCHES SHALL BE COMPLETED AHEADOF PLANTING.8.LOCATIONS OF ALL PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO PLANTING. THEREPRESENTATIVE RESERVES THE RIGHT TO MAKE ANY ADJUSTMENTS, SUBSTITUTIONS, ADDITIONS, AND DELETIONS TO THE PLANT LAYOUT ASWORK PROGRESSES.9.PLANTER AREAS SHALL HAVE A MINIMUM 3-INCH LAYER OF BARK MULCH PER SPECIFICATIONS AND AS APPROVED BY CITY'S AUTHORIZEDREPRESENTATIVE .10.UNLESS CONTRADICTED BY THE REQUIRED SOILS TEST, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEETOF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL.COMMON NAMEPLANSECTION6"7"2" DIA. TREATED LODGEPOLETREE STAKES.MIN.4"ROOT CONTROL BARRIER.INSTALL ON ALL TREES THATARE WITHIN 5' OFHARDSCAPE ELEMENT.WINDDIRECTIONRUBBER TREE TIE. FOUR (2) PER TREETREE TRUNK.RUBBER TREE TIE. FOUR(4) PER TREELODGE POLE TREE STAKE,(2) PER TREE.2x ROOTBALLWIDTHROOTBALL 1/2" ABOVEFINISH GRADEPLANT PIT SHALL BETWICE THE WIDTH OFTHE TREE ROOTBALL,AS INDICATED. SETROOTBALL ONNATURAL GRADE ATBOTTOM OF PIT,PLUMB TO GRADE ATBOTTOM OF PIT,AMENDED SOIL.PROVIDE AN 9" HIGHx 36" DIA. CIRCULARBERM AROUND TREE.(NO BERM REQUIREDIF PLANTED IN LAWNAREA.)EQUAL TO ROOTBALL HEIGHT1/2" = 1'-0"TREE PLANTING ON SLOPEDIKEFERTILIZER TABLETTREE ROOTBALL1RRM-1400-1417.11C-201FGFGROOTBALL2 X DIAMETEROF ROOTBALLROOTBALL. PLACE ROOTBALLSLIGHTLY HIGHER THANADJACENT SOIL.3" HIGH WATERRETENTION BASINAMENDED BACKFILLSOIL MIXTURENATIVE SOILSHRUB3"SHRUB PLANTING ON SLOPE1" = 1'-0"2RRM-1400-1417.11C-200CITY STD8220CITY STD8250CITY STD8250CITY STD8250CITY STD8250CITY STD8250CITY STD8250CITY STD8250CITY STD8250CITY STD8250CITY STD8250CITY STD8250CITY STD8250CITY STD8250CITY STD8250CITY STD8250CITY STD8250CITY STD8250CITY STD8250CITY STD8250 BIOSWALE112CHONDROPETALUM TECTORUM 'EL CAMPO'SMALL CAPE RUSH1 GALLOW2/LP001103JUNCUS PATENS 'ELK BLUE'SPREADING RUSH1 GALLOW2/LP00142LEYMUS CONDENSATUS 'CANYON PRINCE'CANYON PRINCE GIANT WILD RYE1 GALLOW2/LP00170MUHLENBERGIA RIGENSDEER GRASS5 GALLOW2/LP001327SUBTOTAL:CREEK CORRIDOR SHRUBS119ACHILLEA MILLEFOLIUMCOMMON YARROW1 GALLOW2/LP0019BACCHARIS SALICIFOLIAMULEFAT1 GALLOW2/LP0011CERCOCARPUS BETULOIDESMOUNTAIN MAHOGANY5 GALLOW2/LP001166DIPLACUS AURANTIACUSSTICKY MONKEYFLOWER1 GALLOW2/LP00127HETEROMELES ARBUTIFOLIATOYON5 GALLOW2/LP00120LONICERA HISPIDULACALIFORNIA HONEYSUCKLE1 GALLOW2/LP001119LUPINUS ALBIFRONSBUSH LUPINE1 GALLOW2/LP00171PENSTEMON HETEROPHYLLUSFOOTHILL PENSTEMON1 GALLOW2/LP00128RHAMNUS CALIFORNICACALIFORNIA COFFEEBERRY5 GALLOW2/LP00134RHUS OVATASUGAR BUSH5 GALLOW2/LP00135RIBES SPECIOSUMFUCHSIA FLOWERING GOOSEBERRY5 GALLOW2/LP00184ROSA CALIFORNICACALIFORNIA WILD ROSE5 GALLOW2/LP0011SAMBUCUS MEXICANAMEXICAN ELDERBERRY5 GALLOW2/LP00172SYMPHORICARPOS MOLLISCREEPING SNOWBERRY1 GALLOW2/LP001106TRICHOSTEMA LANATUMWOOLLY BLUE CURLS5 GALLOW2/LP001892SUBTOTAL:GENERAL SHRUBS74ACACIA COGNATA 'COUSIN ITT'COUSIN ITT LITTLE RIVER WATTLE5 GALLOW2/LP0012AGAVE AMERICANA 'MEDIO-PICTA ALBA'STRIPED CENTURY PLANT5 GALVERY LOW2/LP00191AGAVE ATTENUATAFOXTAIL AGAVE5 GALLOW2/LP001128AGAVE X 'BLUE FLAME'BLUE FLAME AGAVE5 GALLOW2/LP00118ANIGOZANTHOS X 'TEQUILA SUNRISE'TEQUILA SUNRISE KANGAROO PAW5 GALLOW2/LP00159ANIGOZANTHOS X 'YELLOW GEM'YELLOW GEM KANGAROO PAW5 GALLOW2/LP00190CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS5 GALMODERATE2/LP00124CALLISTEMON VIMINALIS 'SLIM'SLIM BOTTLEBRUSH5 GALLOW2/LP001109CEANOTHUS GLORIOSUS 'ANCHOR BAY'ANCHOR BAY POINT REYES CEANOTHUS5 GALLOW2/LP00119CEANOTHUS THYRSIFLORUS 'SNOW FLURRY'SNOW FLURRY BLUEBLOSSOM15 GALLOW2/LP00122CISTUS X PURPUREUSORCHID ROCKROSE15 GALLOW2/LP001135CISTUS X SKANBERGIICORAL ROCKROSE5 GALLOW2/LP0018COLEONEMA PULCHRUMPINK BREATH OF HEAVEN5 GALLOW2/LP00138CORREA X 'DUSKY BELLS'DUSKY BELLS AUSTALIAN FUCHSIA1 GALLOW2/LP00159DODONAEA VISCOSA 'PURPUREA'PURPLE HOPSEED BUSH15 GALLOW2/LP001129EPILOBIUM CANUM `MARIN PINK`MARIN PINK CALIFORNIA FUCHSIA1 GALLOW2/LP00118FEIJOA SELLOWIANAPINEAPPLE GUAVA15 GALMODERATE2/LP00128GREVILLEA X 'SCARLET SPRITE'SCARLET SPRITE GREVILLEA5 GALLOW2/LP00139HESPERALOE PARVIFLORA `PERPA`BRAKELIGHTS® RED YUCCA5 GALLOW2/LP001101LANTANA X 'NEW GOLD'NEW GOLD LANTANA5 GALLOW2/LP00156LAVATERA MARITIMATREE MALLLOW5 GALLOW2/LP00195LOBELIA LAXIFLORAMEXICAN LOBELIA1 GALLOW2/LP00181LOMANDRA LONGIFOLIA 'BREEZE'BREEZE™ MAT RUSH5 GALLOW2/LP00132MISCANTHUS SINENSIS 'ADAGIO'ADAGIO EULALIA GRASS5 GALMODERATE2/LP001102MUHLENBERGIA LINDHEIMERILINDHEIMER'S MUHLY5 GALLOW2/LP00145MUHLENBERGIA RIGENSDEER GRASS1 GALLOW2/LP001123OLEA EUROPAEA 'MONTRA'LITTLE OLLIE® OLIVE5 GALLOW2/LP00138PENNISETUM SPATHIOLATUMSLENDER VELDT GRASS5 GALMODERATE2/LP00138PHORMIUM X 'YELLOW WAVE'YELLOW WAVE NEW ZEALAND FLAX5 GALLOW2/LP00146PITTOSPORUM TENUIFOLIUM 'GOLF BALL'GOLF BALL TAWHIWHI5 GALLOW2/LP00139PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN'SILVER SHEEN TAWHIWHI15 GALMODERATE2/LP00160ROSA X 'NOAMEL'FLOWER CARPET® APPLEBLOSSOM ROSE5 GALMODERATE2/LP00135ROSA X 'NOASCHNEE'FLOWER CARPET® WHITE GROUNDCOVER ROSE5 GALMODERATE2/LP00171ROSMARINUS OFFICINALIS 'HUNTINGTON CARPET'HUNTINGTON CARPET ROSEMARY5 GALLOW2/LP001113SALVIA GREGGII `ALBA`WHITE TEXAS SAGE5 GALLOW2/LP00178SALVIA LEUCANTHA 'SANTA BARBARA'SANTA BARBARA MEXICAN BUSH SAGE1 GALLOW2/LP001159TEUCRIUM CHAMAEDRYSGERMANDER1 GALLOW2/LP00186TEUCRIUM FRUTICANSBUSH GERMANDER1 GALLOW2/LP001142VERBENA BONARIENSISTALL VERBENA1 GALVERY LOW2/LP0012,630SUBTOTAL:GROUND COVERS139BACCHARIS PILULARIS 'PIGEON POINT'PIGEON POINT COYOTE BRUSH1 GALLOW72" o.c.1,336BIOFILTRATION SEED MIXNASELLA/FESCUE BLEND1 GALMODERATE36" o.c.160CAREX DIVULSAEUROPEAN GREY SEDGE1 GALLOW24" o.c.15,354 SFFESTUCA X 'RIDGESIDE'RIDGESIDE FINE FESCUE BLENDPLUG @ 8" OCMODERATE80MYOPORUM PARVIFOLIUMTRAILING MYOPORUM1 GALLOW60" o.c.81,923 SFTURF MARATHON IIMARATHON IISEEDHIGH1,71597,277 SFSUBTOTAL:LP002PLANTING SCHEDULE N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LP-1417-11-C.dwg, LP002, Mar 31, 2025 3:58pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22MARCH 31, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPDETAILSYMBOLQTYBOTANICAL NAMECONTWUCOLSCOMMON NAMEPLANTING SCHEDULEDETAILSYMBOLQTYBOTANICAL NAMECONTWUCOLSCOMMON NAMECITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8420CITY STD 8420CITY STD 8420CITY STD 8420CITY STD 8420CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410CITY STD 8410DETAILSYMBOLQTYBOTANICAL NAMECONTWUCOLSCOMMON NAMESPACING RWWWMWM IBIBEBS S STOP >>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKNOPARKINGNOPARKINGNOPARKINGNOPARKINGC R E E K C H A N N E LC R E E K C H A N N E LS I D E W A L K PL PLPLPL PLPLLOWLOW LOWLOWLOWLOW LOWPLLOWPUETIBURON WAY RWWWWWWSDSD SDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSD SD SD SD SDSDSDSDSDSDSDSDSDEV EV EV EV ROW 1 SEATROW 2 SEATROW 3 SEAT ROW 1 SEATROW 2 SEATROW 3 SEAT RWWWMWM IBIBEBS S STOP >>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKNOPARKINGNOPARKINGNOPARKINGNOPARKINGC R E E K C H A N N E LC R E E K C H A N N E LS I D E W A L K PL PLPLPL PLPLLOWLOW LOWLOWLOWLOW LOWPLLOWPUETIBURON WAY RWWWWWWSDSD SDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSD SD SD SD SDSDSDSDSDSDSDSDSDRWWWMWM IBIBEBS S STOP >>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKNOPARKINGNOPARKINGNOPARKINGNOPARKINGC R E E K C H A N N E LC R E E K C H A N N E LS I D E W A L K PL PLPLPL PLPLLOWLOW LOWLOWLOWLOW LOWPLLOWPUETIBURON WAY RWWWWWWSDSD SDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSD SD SD SD SDSDSDSDSDSDSDSDSDMATCHLINE, SEE SHEET LP102KEYMAPLP101LP101PLANTING PLAN N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LP-1417-11-C.dwg, LP101, Apr 03, 2025 11:05am, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL 1, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPLP102LP103LP104*HATCHED AREA REPRESENTSCURRENT SHEET1"=400'0204060feet1"=20'10 JTRWW SDCTVSSWVWVWVWVWVIBIBIBIBIBIBD >>>>>>>>>>> >>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKROW 1 SEATROW 2 SEATROW 3 SEATROW 1 SEATROW 2 SEATROW 3 SEATC R E E K C H A N N E LC R E E K C H A N N E L0'-6 12 "S I D E W A L KPLPLPLLOWLOWLOW LOWLOWLOW2PUERWWSSSD SD SD WSDSDSDSDSDSDSDSDSS SS SSW W WEV EV EV EV ROW 1 SEATROW 2 SEATROW 3 SEAT ROW 1 SEATROW 2 SEATROW 3 SEATMATCHLINE, SEE SHEET LP103MATCHLINE, SEE SHEET LP101LP102N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LP-1417-11-C.dwg, LP102, Mar 31, 2025 5:37pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22MARCH 31, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPKEYMAP*HATCHED AREA REPRESENTSCURRENT SHEET1"=400'PLANTING PLANLP101LP102LP103LP1040204060feet1"=20'10 182236.63CP X SDSDSDSDSDSDSDDCTVEBWVWVWVWVWVEBDNOPARKINGNOPARKINGS I D E W A L KPLPL LOWLOW LOWEVEVEVEVEV31LOW PL EV CHARGINGEVEV(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)(FUTURE EV)PUEPUESSSSSSSSSS SSSD SDSDSDSDSDSDSD SD SD SDSD SDSDSDSDSDSD SD SD SD SD SD SDSDSD EV EV EV EV ROW 1 SEATROW 2 SEATROW 3 SEAT ROW 1 SEATROW 2 SEATROW 3 SEAT MATCHLINE, SEE SHEET LP102MATCHLINE, SEE SHEET LP104 LP103N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LP-1417-11-C.dwg, LP103, Mar 31, 2025 5:43pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22MARCH 31, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPKEYMAP*HATCHED AREA REPRESENTSCURRENT SHEETPLANTING PLANLP101LP102LP103LP1040204060feet1"=20'101"=400' >>>>>>>>>>>>>>>>>>>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKPLPLPLPLLOW LOWLOWLOWLOWC R E E K C H A N N E LC R E E K C H A N N E LSDEV EV EV EV ROW 1 SEATROW 2 SEATROW 3 SEAT ROW 1 SEATROW 2 SEATROW 3 SEAT MATCHLINE, SEE SHEET LP103 LP104N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Landscape-Architecture\Construction Documents\01-Community Park\Sheet-Files\LP-1417-11-C.dwg, LP104, Mar 31, 2025 5:45pm, CBDufour RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22MARCH 31, 2025AS NOTEDCD/LMPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK CDDKCD/MPKEYMAP*HATCHED AREA REPRESENTSCURRENT SHEET1"=400'PLANTING PLANLP101LP102LP103LP1040204060feet1"=20'10 DSDSDSDSDSDS2 A-201 3 A-201 4 A-201 1 A-301 A-51112 3 4 2 2 3 3 1 1 A A B B D D C C22' - 0"45' - 4"23' - 4"22' - 0"8' - 0"6' - 0"8' - 0"NON ACCESSIBLE SINGLEUSE103 NON ACCESSIBLE SINGLEUSE104 ACC. RR ALL GENDER 105 457 SF CITYSTORAGE ROOM 101 124 SF UTILITYCHASE102 54 SF ACC. RRALLGENDER106 NON ACCESSIBLESINGLEUSE107 22' - 0"23' - 4" 45' - 4"22' - 0"A-5124 1 2 3 NONACCESSIBLE SINGLE USE 108 A-51156 7 8 17" MIN, 18" MAX 108A107A106A 103A104A105A R 2' - 6" 30"X 48"CLR. SPACE 60"X 56"CLR. SPACE 2 48" MIN6 5 5 4 4 E E G G H H F F 16' - 0" ACC. RR ALL GENDER202 NONACCESSIBLESINGLE USE 201 16' - 0"22' - 0"1' - 6"17" MIN, 18" MAX 201A 202A 203A R 2' - 6" 30"X 48"CLR. SPACE 60"X 56"CLR. SPACE48" MINSTORAGE AND UTILITY ROOM 203 UTILITY CARTMOWER WORK STATIONWORK BENCH SHELVINGTOOL CHEST2A-301 8' - 0"6' - 0"8' - 0"1' - 4"3' - 4"4' - 8"3' - 4"5' - 4"3' - 4"5' - 4"3' - 4"15' - 4" 1' - 4"3' - 4"4' - 8"3' - 4"5' - 4"3' - 4"3' - 4"16' - 8"4' - 0"1' - 4"3' - 4"6' - 8"3' - 4"1' - 4" 1' - 4"3' - 4"11' - 4" 4A-301 4 A-202 1A-202 2 A-202 3 A-202 1A-2013A-301 A-51112 10 9 11 TYP. 08 1113.A 22 0000.K 26 0000.B 06 4100.A 22 0000.X TYP. 22 0000.Q TYP. 10 2800.QTYP. 22 0000.R TYP. 22 0000.Q TYP. 22 0000.R 10 2800.Q 22 0000.K TYP. 08 1113.A 10 2800.U22 0000.O22 0000.O 101B A-903 11 A-903 12 TYP. 10 2800.J TYP. 10 2800.J 101A TYP. 22 0000.D TYP. 22 0000.D 10 2800.T 22 0000.F TYP. 07 6200.C TYP. 07 6200.C 26 0000.B 22 0000.I MAIN RESTROOM - STORAGE UTILITY ROOM SECONDARY RESTROOM - STORAGE UTILITY ROOM 1' - 4"5' - 4"6' - 8"8' - 8"1' - 4"5' - 4"9' - 4" 26 0000.A WALL LEGEND INTERIOR - 7 5/8" C.M.U. EXTERIOR - 7 5/8" C.M.U. W/ BRICK VENEER, METAL PANEL, OR METAL PANEL OVER 4" METAL FURRING CHANNEL. C 3 8 0 7 9 2-28-27 RENEWAL DATE AATTCC TTIIHHCCRRAADD SSNN CCIILLSS TTAA TT OOFF CC AA LL IIFFOORRNNIIKATHR Y N ANNE H I CKSMISSION PLAZA RESTROOM & CAFECITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 2000057-02 1417-11-RC22 4/4/2025 07:28:34 1/4" 1'-0"FLOOR PLANA-101 KH DP KH 04.04.2025 DP RIGHETTI RANCH PARKS - COMMUNITY PARKKEYNOTES 06 4100.AFULL HT. CABINETS W/ ADJUSTABLE SHELVING & DOORS 07 6200.CDOWNSPOUT 08 1113.AHOLLOW METAL DOOR & FRAME. REFER TO DOOR SCHEDULE 10 2800.JWALL-MOUNTED ELECTRIC HAND DRYER 10 2800.QWALL-MOUNTED GRAB BAR 10 2800.TWALL-MOUNTED DIAPER CHANGING STATION. ADA COMPLIANT 10 2800.UMOP RACK 22 0000.DFLOOR DRAIN. CENTER IN ROOM. SLOPE TO DRAIN AT 1/8"/FOOTMIN. 1/4"/FOOT MAX. REFER TO PLUMBING 22 0000.FFLOOR SINK. REFER TO PLUMBING 22 0000.IMOP SINK. REFER TO PLUMBING 22 0000.KUTILITY SINK REFER TO PLUMBING 22 0000.OWALL MOUNTED ADA COMPLIANT HI/LOW DRINKING FOUNTAIN WITH BOTTLE FILLER. REFER TO SPECIFICATION 22 0000.QWALL MOUNTED LAVATORY. REFER TO PLUMBING 22 0000.RWALL MOUNTED TOILET. REFER TO PLUMBING 22 0000.XAIR COMPRESOR. REFER TO PLUMBING 26 0000.ASURFACE MOUNTED ELECTRIC METER. PROVIDE RAW CABINETFOR CUSTOM PAINTED FIELD FINISH TO MATCH BRICK COLOR.COLRO TO BE SELECTED BY ARCHITECT. REFER TO ELECTRICAL 26 0000.BSURFACE MOUNTED PANELBOARD. REFER TO ELECTRICAL 1.REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTS. FLOOR PLAN GENERAL NOTES 2.REFER TO SHEET A-101 FOR WALL TYPES 8.DIMENSIONS ARE TO FACE OF FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE. 3.4.5. 6. 7. REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION.REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION IF PROVIDED.REFER TO MECHANICAL PLANS, DRAWINGS OR REPORTS FOR FURTHER INFORMATION.REFER TO PLUMBING PLANS OR DRAWINGS FOR FURTHER INFORMATION IF PROVIDED. ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FOR COORDINATION PURPOSES ONLY. 9. 10. 11.12. 13. 14. 15. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS, SHELVING AND BATHROOM FIXTURES.PROVIDE FIREBLOCKING FOR WALL CAVITIES THAT EXCEED 2022 CBC HEIGHT LIMITATIONS DOOR AND WINDOW DIMENSIONS ARE TO EDGE OF BLOCK OPENINGSWHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OF A ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALL TO ROUGH DOOR OPENINGSEE CODE ANALYSIS FOR LOCATIONS OF FIRE PARTITIONS AND FIRE BARRIERS WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTAL ASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BE MAINTAINED AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATED PARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TO MAINTAIN CONTINUITY OF PARTITION RATING SCALE: 1/4" 1'-0"A-201A-101 GROUND FLOOR PLANS1 ACCESSIBILITY NOTES REFER TO DETAIL 11/A902 FOR ACC. LAVATORY REQUIREMENTS REFER TO DETAIL 12/A902FOR ACC. RESTROOM ACCESSORIES REFER TO DETAIL 13/A902 FOR ACC. TOILET REQUIREMENTS REFER TO DETAIL 12/A901 FOR KICK PLATE REQUIREMENTS REFER TO DETAIL 23/A902 FOR ACC. RESTROOM SYMBOL REQUIREMENTS REFER TO DETAIL 23/A902 FOR ACC. SIGNAGE REQUIREMENTS REFER TO DETAIL 42/A901 FOR ACC. REACH RANGES REFER TO DETAIL 43/A901 FOR ACC. TURNING SPACE REQUIREMENTS REFER TO DETAIL 13/A901 FOR ACC. DOOR REQUIREMENTS REFER TO DETAIL 33/A901 FOR ACC. DOOR/ENTRY CLEARANCES REFER TO DETAIL 11A/902 FOR TOE/KNEE CLEARANCES DSDSDSDSDSDSLEGEND INTERIOR - EXPOSED CEILING EXTERIOR - FIBER CEMENT SOFFIT LIGHT FIXTURE - REFER TO ELECTRICAL 2 A-201 3 A-201 4 A-201 1 A-301 2 2 3 3 1 1 A A B B D D C C 5 5 4 4 E E G G H H F F 2A-301 4A-301 4 A-202 1A-202 2 A-202 3 A-202 1A-2013A-301 OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN TYP. 07 7123.A 07 7123.A 06 1000.N 06 1000.N 08 3323.A 06 1000.N TYP. 07 4646.J 07 4646.J TYP. 26 5000.C TYP. 26 5000.C C 3 8 0 7 9 2-28-27 RENEWAL DATE AATTCC TTIIHHCCRRAADD SSNN CCIILLSS TTAA TT OOFF CC AA LL IIFFOORRNNIIKATHR Y N ANNE H I CKSMISSION PLAZA RESTROOM & CAFECITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 2000057-02 1417-11-RC22 4/4/2025 07:28:34As indicated REFLECTED CEILING PLANA-111 KH DP KH 04.04.2025 DP RIGHETTI RANCH PARKS - COMMUNITY PARKKEYNOTES 1.2. 3.4.5. 6. 7. 8. 9. REFER TO GENERAL NOTES SHEET G-100 FOR ADDITIONAL REQUIREMENTS.REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION. REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION.REFER TO DETAILS FOR FLOOR/CEILING ASSEMBLIES.HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB TO FINISH FACE OF GWB OR FACE OF CEILING GRID AS INDICATED ON THE REFLECTED CEILING PLAN, UNO.BORDERS AT LAY-IN ACOUSTICAL CEILING PANELS SHALL BE CUT TO MATCH FACTORY EDGE PROFILE. NO EXPOSED FASTENERS SHALL BE PERMITTED INCLUDING POP RIVETS AND TAPPETS.CONTRACTOR TO VERIFY DEPTH OF SOFFITS AND HOLD TIGHT TO PLUMBING, SPRINKLERS, ELECTRICAL AND MECHANICAL DUCTS SEE MECHANICAL DRAWINGS FOR MECH. ACCESS PANELS. PAINT TO MATCH CEILINGAT DROPPED GWB SOFFITS/GWB BEAMS, PROVIDE C-STUDS AS VERTICAL SUPPORTS AT EACH SIDE OF THE SOFFIT/BEAM AND DIAGONAL BRACING FOR WRACKING. IF CEILING JOIST SPACING DIFFERS FROM FLOOR THEN BLOCKING BETWEEN THE FLOOR FRAMING MAY BE UTILIZED TO ATTACH THE VERTICAL STRUTS RCP GENERAL NOTES 10.SEE ELECTRICAL PLANS FOR LIGHTING LOCATIONS AND SPECIFICATIONS, AND EXIT SIGN LOCATIONS. SCALE: 1/4" 1'-0"A-201A-111 REFLECTED CEILING PLAN1 06 1000.NBEAM PER STRUCTURAL 07 4646.JFIBER CEMENT SOFFIT 07 7123.AGUTTER 08 3323.AOVERHEAD COILING DOOR 26 5000.CLIGHT FIXTURE. REFER TO ELECTRICAL DSDSDSDSDSDSHEIGHT OF TOP OF ROOFING SURFACE (INCLUDING CRICKETS AND INSULATION) 10'-0" LEGEND 4" / 12"ROOF SLOPE (REFER TO PLANS FOR ACTUAL SLOPE) STANDING SEAM ROOF DOWNSPOUT TO ROOF BELOW.R1 NOTE: REFER TO DETAIL ( ) FOR TYPICAL GUTTER TO DOWNSPOUT CONNECTION. DOWNSPOUT TO STORM DRAIN BELOW.REFER TO DETAIL: ( ) R2/13A-904 /11A-904 2 A-201 3 A-201 4 A-201 1 A-301 2 2 3 3 1 1 A A B B D D C C 5 5 4 4 E E G G H H F F 2A-301 4A-301 4 A-202 1A-202 2 A-202 3 A-202 1A-2013A-301 4:124:124:124:1241A-903 42 A-90343 A-903 TYP. 07 4113.F 18' - 5" TYP. 07 4113.F TYP. 07 7123.A36"DS07 6200.C DSDSDSDSDS18" 07 6200.C TYP. 07 7123.A4:124:1207 6200.C 07 6200.C 07 6200.C 07 6200.C R1 18"36"R2 R1 R1 R2 R1 R1 R1 DSR2R2 R2R2 22 0000.W 22 0000.W 22 0000.W 18' - 5" C 3 8 0 7 9 2-28-27 RENEWAL DATE AATTCC TTIIHHCCRRAADD SSNN CCIILLSS TTAA TT OOFF CC AA LL IIFFOORRNNIIKATHR Y N ANNE H I CKSMISSION PLAZA RESTROOM & CAFECITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 2000057-02 1417-11-RC22 4/4/2025 07:28:35As indicated ROOF PLANA-121 KH DP KH 04.04.2025 DP RIGHETTI RANCH PARKS - COMMUNITY PARKKEYNOTES 1.2. 3. 4. 5. 6. 7. REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTSREFER TO STRUCTURAL PLANS FOR ROOF FRAMING INFORMATION INCLUDING MEMBER SIZES AND CONNECTION HARDWARE.REFER TO MECHANICAL PLANS FOR ROOF MOUNTED EQUIPMENT LOCATIONS AND TYPES. REFER TO ELECTRICAL PLANS FOR POWER DISTRIBUTION TO ROOF MOUNTED EQUIPMENT.REFER TO PLUMBING PLANS ROOF VENT PENETRATIONS. REFER TO SITE/GRADING PLAN FOR DOWNSPOUT DISCHARGE OR CONTINUATION.ALL ROOFING MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ROOF PLAN GENERAL NOTES 11.WHERE PROVIDED, VENTILATION OPENINGS SHALL BE IN ACCORDANCE WITH (2019 CBC SECTION 1202). EXTERIOR OPENINGS INTO THE ATTIC SPACE SHALL BE COVERED WITH CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL. THE OPENINGS SHALL BE A MINIMUM OF 1/16" AND SHALL NOT EXCEED 1/4" PER (2019 CBC 1202.2.2.) 10.OVERHANG DIMENSIONS ARE FROM FACE OF CMU TO ROOF EDGE SCALE: 1/4" 1'-0"A-201A-121 ROOF PLAN1 07 4113.FSTANDING SEAM METAL ROOF 07 6200.CDOWNSPOUT 07 7123.AGUTTER 22 0000.WSTACK VENT. REFER TO PLUMBING LEGEND FIBER CEMENT SIDING OVER 1X4 HORIZONTAL FURRING 01LOUVER TAG. REFER TO LOUVER SCHEDULE ON SHEET A-601 FOR PRODUCT INFORMATION. DOOR TAG. REFER TO DOOR SCHEDULE ON SHEET A-601 FOR PRODUCT INFORMATION.101 STANDING SEAM ROOF GROUND FLOOR 0' - 0" T.O. CMU10' - 0"ABDCEGF 21 A-90312 A-904 A-90411 23A-904 5 GROUND FLOOR 0' - 0" T.O. CMU 10' - 0" 231 T.O. PLATE 16' - 10" 6789 2' - 0"2' - 0"103A104A105A101A GROUND FLOOR 0' - 0" T.O. CMU 10' - 0" A B DCGHF 22 0000.O 33 A-903 11 A-903 43 A-904 10 GROUND FLOOR 0' - 0" T.O. CMU10' - 0"231 13 A-903 23A-90332A-903TYP.07 4113.FTYP.07 7123.A TYP. 07 4646.C 08 3323.A TYP. 08 1113.A 31A-601 22 A-601 12 A-601 11A-601T.O. PLATE16' - 10"1234 106A107A108A 101B TYP. 07 6200.C TYP.07 4646.F TYP. 07 4646.C TYP. 07 4646.A TYP.08 9000.A TYP. 07 4646.H TYP.26 5000.C C 3 8 0 7 9 2-28-27 RENEWAL DATE AATTCC TTIIHHCCRRAADD SSNN CCIILLSS TTAA TT OOFF CC AA LL IIFFOORRNNIIKATHR Y N ANNE H I CKSMISSION PLAZA RESTROOM & CAFECITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 2000057-02 1417-11-RC22 4/4/2025 07:28:36As indicated EXTERIOR ELEVATIONS SOUTHA-201 KH DP KH 04.04.2025 DP RIGHETTI RANCH PARKS - COMMUNITY PARKKEYNOTES 1.2. 3.4. 5.6. 7.8. 9. REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTS.FRAMING ELEVATIONS, INCLUDING FLOOR PLATES AND FLOOR LEVEL ELEVATIONS ARE MEASURED FROM BUILDING FINISH FLOOR, U.N.O.SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.REFER TO ROOF PLAN FOR ROOF PITCH AND OVERHANGS. FASCIA PER DETAILS. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION. SEE ELECTRICAL DRAWINGS FOR EXTERIOR LIGHTINGSEE MECHANICAL DRAWINGS FOR GRILLES AND LOUVERS. PAINT TO MATCH ADJACENT FINISH. CONTRACTOR TO VERIFY COLOR SCHEME WITH OWNER BEFORE PERFORMING THE WORK. ELEVATION GENERAL NOTES SCALE: 1/4" 1'-0"A-101 A-201 MAIN RESTROOM - EAST ELEVATION2 SCALE: 1/4" 1'-0"A-101A-201 MAIN RESTROOM - SOUTH ELEVATION3 SCALE: 1/4" 1'-0"A-101 A-201 MAIN RESTROOM - WEST ELEVATION4 SCALE: 1/4" 1'-0"A-101A-201 MAIN RESTROOM - NORTH ELEVATION1 07 4113.FSTANDING SEAM METAL ROOF 07 4646.AFIBER CEMENT SIDING 07 4646.CFIBER CEMENT TRIM BOARD PER SPECIFICATIONS 07 4646.FFIBER CEMENT FASCIA 07 4646.HFIBER CEMENT HORIZONTAL BASE BOARD 07 6200.CDOWNSPOUT 07 7123.AGUTTER 08 1113.AHOLLOW METAL DOOR & FRAME. REFER TO DOOR SCHEDULE 08 3323.AOVERHEAD COILING DOOR 08 9000.ALOUVER; SEE LOUVER SCHEDULE 22 0000.OWALL MOUNTED ADA COMPLIANT HI/LOW DRINKING FOUNTAIN WITH BOTTLE FILLER. REFER TO SPECIFICATION 26 5000.CLIGHT FIXTURE. REFER TO ELECTRICAL GROUND FLOOR 0' - 0" T.O. CMU10' - 0"54 TYP. 07 4646.D TYP.07 4113.F TYP. 08 1113.A TYP.07 4646.C TYP. 07 4646.C TYP.07 7123.AT.O. PLATE16' - 10"1718 202A201A TYP.08 9000.A TYP. 07 4646.ATYP.07 4646.FTYP.26 5000.C GROUND FLOOR 0' - 0" T.O. CMU10' - 0"EGHF19 GROUND FLOOR 0' - 0" T.O. CMU 10' - 0" 54 TYP. 07 4113.F TYP. 08 1113.A TYP. 07 4646.C 2021 TYP. 07 7123.A TYP. 07 4646.A 203A TYP. 07 6200.C TYP. 08 9000.A TYP. 07 4646.H TYP. 26 5000.C GROUND FLOOR 0' - 0" T.O. CMU 10' - 0" E G HF TYP. 22 0000.O T.O. PLATE 16' - 10" 22 LEGEND FIBER CEMENT SIDING OVER 1X4 HORIZONTAL FURRING 01LOUVER TAG. REFER TO LOUVER SCHEDULE ON SHEET A-601 FOR PRODUCT INFORMATION. DOOR TAG. REFER TO DOOR SCHEDULE ON SHEET A-601 FOR PRODUCT INFORMATION.101 STANDING SEAM ROOF C 3 8 0 7 9 2-28-27 RENEWAL DATE AATTCC TTIIHHCCRRAADD SSNN CCIILLSS TTAA TT OOFF CC AA LL IIFFOORRNNIIKATHR Y N ANNE H I CKSMISSION PLAZA RESTROOM & CAFECITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 2000057-02 1417-11-RC22 4/4/2025 07:28:36As indicated EXTERIOR ELEVATIONS NORTHA-202 KH DP KH 04.04.2025 DP RIGHETTI RANCH PARKS - COMMUNITY PARKKEYNOTES 1.2. 3.4. 5.6. 7.8. 9. REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTS.FRAMING ELEVATIONS, INCLUDING FLOOR PLATES AND FLOOR LEVEL ELEVATIONS ARE MEASURED FROM BUILDING FINISH FLOOR, U.N.O.SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.REFER TO ROOF PLAN FOR ROOF PITCH AND OVERHANGS. FASCIA PER DETAILS. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION. SEE ELECTRICAL DRAWINGS FOR EXTERIOR LIGHTINGSEE MECHANICAL DRAWINGS FOR GRILLES AND LOUVERS. PAINT TO MATCH ADJACENT FINISH. CONTRACTOR TO VERIFY COLOR SCHEME WITH OWNER BEFORE PERFORMING THE WORK. ELEVATION GENERAL NOTES SCALE: 1/4" 1'-0"A-101A-202 SECONDARY RESTROOM - NORTH ELEVATION1 SCALE: 1/4" 1'-0"A-101 A-202 SECONDARY RESTROOM - EAST ELEVATION2 SCALE: 1/4" 1'-0"A-101A-202 SECONDARY RESTROOM - SOUTH ELEVATION3 SCALE: 1/4" 1'-0"A-101 A-202 SECONDARY RESTROOM - WEST ELEVATION4 07 4113.FSTANDING SEAM METAL ROOF 07 4646.AFIBER CEMENT SIDING 07 4646.CFIBER CEMENT TRIM BOARD PER SPECIFICATIONS 07 4646.DSMOOTH FIBER CEMENT BOARD 07 4646.FFIBER CEMENT FASCIA 07 4646.HFIBER CEMENT HORIZONTAL BASE BOARD 07 6200.CDOWNSPOUT 07 7123.AGUTTER 08 1113.AHOLLOW METAL DOOR & FRAME. REFER TO DOOR SCHEDULE 08 9000.ALOUVER; SEE LOUVER SCHEDULE 22 0000.OWALL MOUNTED ADA COMPLIANT HI/LOW DRINKING FOUNTAIN WITH BOTTLE FILLER. REFER TO SPECIFICATION 26 5000.CLIGHT FIXTURE. REFER TO ELECTRICAL GROUND FLOOR 0' - 0" T.O. CMU10' - 0"231 22 0000.Q 22 0000.R 10 2800.J 22 0000.O T.O. PLATE16' - 10"TYP.08 8300.A GROUND FLOOR 0' - 0" T.O. CMU10' - 0"A B DC 22 0000.Q 22 0000.K GROUND FLOOR 0' - 0" T.O. CMU 10' - 0" ABDC 06 4100.A 22 0000.X T.O. PLATE 16' - 10" GROUND FLOOR 0' - 0" T.O. CMU 10' - 0" E G HF 10 2800.U 22 0000.R 22 0000.K T.O. PLATE 16' - 10"2' - 0"C 3 8 0 7 9 2-28-27 RENEWAL DATE AATTCC TTIIHHCCRRAADD SSNN CCIILLSS TTAA TT OOFF CC AA LL IIFFOORRNNIIKATHR Y N ANNE H I CKSMISSION PLAZA RESTROOM & CAFECITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 2000057-02 1417-11-RC22 4/4/2025 07:28:38 1/4" 1'-0"BUILDING SECTIONSA-301 KH DP KH 04.04.2025 DP RIGHETTI RANCH PARKS - COMMUNITY PARKKEYNOTES 1. 2. 3.4. 5. 6. 7.8. THE PURPOSE OF THESE DRAWINGS IS TO SHOW CONSTRUCTION MATERIALSS/ASSEMBLIES. FOR SPECIFIC SIZES AND DETAILS REFER TO ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND STRUCTURAL PLANS. INSULATION: REFER TO TITLE 24 REPORT AND "INSULATION" NOTES ON SHEET FOR ADDITIONAL RATINGS, REQUIREMENTS, AND INFORMATION. REFER TO FIREBLOCKING/DRAFTSTOPING NOTES ON SHEET G-101.WOOD SHALL BE PROTECTED FROM DECAY AND TERMITES AS REQUIRED PER 2019 CBC SECTION 2304.12 FOUNDATION SILLS TO BE NATURALLY DURABLE OR PRESERVATIVE- TREATED WOOD. 2019 CBC SECTION 2304.112.2 PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILIINGS SHALL BE PROTECTED AS REQUIRED PER 2019 CBC SECTIONS 714.3 & 714.4.WALL ASSEMBLIES TO BE PER FLOOR PLAN.DOORS, WINDOWS AND STOREFRONT SYSTEMS TO BE PER APPLICABLE SCHEDULE. REFER TO FLOOR PLANS FOR IDENTIFICATION. SECTIONS GENERAL NOTES SCALE: 1/4" 1'-0"A-101A-301 Section 11 SCALE: 1/4" 1'-0"A-101 A-301 Section 32 SCALE: 1/4" 1'-0"A-101A-301 Section 63 SCALE: 1/4" 1'-0"A-101 A-301 Section 44 06 4100.AFULL HT. CABINETS W/ ADJUSTABLE SHELVING & DOORS 08 8300.AWALL-MOUNTED MIRROR 10 2800.JWALL-MOUNTED ELECTRIC HAND DRYER 10 2800.UMOP RACK 22 0000.KUTILITY SINK REFER TO PLUMBING 22 0000.OWALL MOUNTED ADA COMPLIANT HI/LOW DRINKING FOUNTAINWITH BOTTLE FILLER. REFER TO SPECIFICATION 22 0000.QWALL MOUNTED LAVATORY. REFER TO PLUMBING 22 0000.RWALL MOUNTED TOILET. REFER TO PLUMBING 22 0000.XAIR COMPRESOR. REFER TO PLUMBING FLOOR F1 SEALED CONCRETE WALLS W1 CMU - PAINTED CEILING/SOFIT C1 EXPOSED FRAMING, PAINTC2FIBER CEMENT PANEL LEGEND ACC. RRALL GENDER 105 NONACCESSIBLE SINGLE USE 104 NON ACCESSIBLE SINGLEUSE103 UTILITY CHASE102 NON ACCESSIBLESINGLE USE 108 NON ACCESSIBLESINGLEUSE107 ACC. RR ALL GENDER 106 CITYSTORAGE ROOM 101 103A104A105A 108A107A106A STORAGEAND UTILITY ROOM 203 ACC. RR ALL GENDER 202 NON ACCESSIBLESINGLEUSE 201 C 3 8 0 7 9 2-28-27 RENEWAL DATE AATTCC TTIIHHCCRRAADD SSNN CCIILLSS TTAA TT OOFF CC AA LL IIFFOORRNNIIKATHR Y N ANNE H I CKSMISSION PLAZA RESTROOM & CAFECITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 2000057-02 1417-11-RC22 4/4/2025 07:28:38 1/4" 1'-0"FINISH PLANSA-501 KH DP KH 04.04.2025 DP RIGHETTI RANCH PARKS - COMMUNITY PARKNUMBERNAMEFLOOR CEILING WALLS NOTES 101CITY STORAGE ROOMF1 C1 W1 102UTILITY CHASEF1 C1 W1 103NON ACCESSIBLE SINGLE USEF1 C1 W1 104NON ACCESSIBLE SINGLE USEF1 C1 W1 105ACC. RR ALL GENDERF1 C1 W1 106ACC. RR ALL GENDERF1 C1 W1 107NON ACCESSIBLE SINGLE USEF1 C1 W1 108NON ACCESSIBLE SINGLE USEF1 C1 W1 201NON ACCESSIBLE SINGLE USEF1 C1 W1 202ACC. RR ALL GENDERF1 C1 W1 203STORAGE AND UTILITY ROOMF1 C1 W1 SCALE: 1/4" 1'-0"A-201A-501 FINISH PLAN1 A-1 & A-2 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY (CBC 2019 TABLE 803.13) • • • • • • CLASSIFICATIONSCLASS A:FLAME SPREAD INDEX 0-25 SMOKE DEVELOPED INDEX 0-450CLASS B:FLAME SPREAD INDEX 26-75 SMOKE DEVELOPED INDEX 0-450CLASS C:FLAME SPREAD INDEX 76-200 SMOKE DEVELOPED INDEX 0-450 A-3,A-4,A-5 B,E,M,R-1 R-2 R-2.1 R-2.2 R-3, R-3.1 S GROUPINTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS ROOMS AND ENCLOSED SPACES B B B C B C C C B B C C C C C C C C C C C C C C PER 2019 CBC 803.13 INTERIOR WALL AND CEILING FINISH SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN THAT SPECIFIED IN TABLE 803.13 FOR THE GROUP AND LOCATION DESIGNATED. REFER TO 2019 CBC SEC. 803 FOR ADDITIONAL INFORMATION. DEGREE OF FIRE PROTECTION: SPRINKLERED FINISH REQUIREMENTS 1.2. 3.4. 5. 6. 7. REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTS.REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION. REFER TO PLUMBING PLANS FOR FURTHER INFORMATION.REFER TO DETAILS FOR FLOOR/CEILING ASSEMBLIES AND INTERIOR FINISH DETAILS. ALL HARD SURFACE FLOORING SHALL BE SLIP RESISTANT AND MEET THE ANSI A326.3 STANDARD FOR MEASURING THE DYNAMIC COEFFICIENT OF FRICTION (DCOF).ALL FLOORING MATERIALS SHALL COMPLY WITH 2019 CBC SEC. 804.1. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH 2019 CBC TABLE 803.13 FOR MAXIMUM FLAME SPREAD AND SMOKE DENSITY. FINISH PLAN GENERAL NOTESROOM FINISH SCHEDULE 10 2800.T08 1113.A22 0000.Q10 2800.J22 0000.R22 0000.Q10 2800.Q32A-90410 2800.Q22 0000.Q22 0000.R10 2800.T 07 4646.A10 2800.J 10 2800.J 22 0000.Q 22 0000.R 32 A-904 22 0000.R 22 A-904 10 2800.U22 0000.KT.O. CMU10' - 0"22 0000.KT.O. PLATE16' - 10"10 2800.U 07 4646.A 26 0000.B OPEN 08 9000.A 22 0000.Y LEGEND CMU, PAINT SHEATHING, PAINT PERFORATED METAL, PAINT EXPOSED FRAMING, PAINT C 3 8 0 7 9 2-28-27 RENEWAL DATE AATTCC TTIIHHCCRRAADD SSNN CCIILLSS TTAA TT OOFF CC AA LL IIFFOORRNNIIKATHR Y N ANNE H I CKSMISSION PLAZA RESTROOM & CAFECITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 2000057-02 1417-11-RC22 4/4/2025 07:28:39As indicated INTERIOR ELEVATIONSA-511 KH DP KH 04.04.2025 DP RIGHETTI RANCH PARKS - COMMUNITY PARKKEYNOTES 1.2. 3.4. 5. 6. REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTS.REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION ON ELECTRICAL EQUIPMENT.REFER TO RCP'S FOR SOFFIT DIMENSIONS AND FURTHER INFORMATION.PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND FIXTURES OCCUR.ALL DIMENSIONS SHOWN IN A ROOM TO BE CONSIDERED TYPICAL FOR EACH ELEVATION OF THE ROOM, UNLESS NOTED OTHERWISE. VERIFY MOUNTING HEIGHTS OF ACCESSORIES AND PLUMBING FIXTURES MEET ACCESSIBILITY REQUIREMENTS WHERE APPLICABLE. INT. ELEVS. GENERAL NOTES ACC/RR ALL GENDER - RM 106 NON ACCESSIBLE SINGLE USE - RM 107 SCALE: 1/4" 1'-0" 1NORTH ELEVATION SCALE: 1/4" 1'-0" 2EAST ELEVATION SCALE: 1/4" 1'-0" 3SOUTH ELEVATION SCALE: 1/4" 1'-0" 4WEST ELEVATION SCALE: 1/4" 1'-0" 5NORTH ELEVATION SCALE: 1/4" 1'-0" 6EAST ELEVATION SCALE: 1/4" 1'-0" 7SOUTH ELEVATION SCALE: 1/4" 1'-0" 8WEST ELEVATION 07 4646.AFIBER CEMENT SIDING 08 1113.AHOLLOW METAL DOOR & FRAME. REFER TO DOOR SCHEDULE 08 9000.ALOUVER; SEE LOUVER SCHEDULE 10 2800.JWALL-MOUNTED ELECTRIC HAND DRYER 10 2800.QWALL-MOUNTED GRAB BAR 10 2800.TWALL-MOUNTED DIAPER CHANGING STATION. ADA COMPLIANT 10 2800.UMOP RACK 22 0000.KUTILITY SINK REFER TO PLUMBING 22 0000.QWALL MOUNTED LAVATORY. REFER TO PLUMBING 22 0000.RWALL MOUNTED TOILET. REFER TO PLUMBING 22 0000.YDRINKING FOUNTAIN PLUMBING PENETRATION. COORDINATEPENETRATION IN BLOCK WALL WITH STRUCTURAL DRAWINGS AND MANUFACTURER'S REQUIREMENTS. 26 0000.BSURFACE MOUNTED PANELBOARD. REFER TO ELECTRICAL NOTE: RM 103 SIMILAR, ROOM 104, 108, AND 201 SIMILAR OPPOSITE HAND NOTE: RM 105 SIMILAR OPPOSITE HAND. SCALE: 1/4" 1'-0" 9 SECONDARY RR- EAST ELEVATION SCALE: 1/4" 1'-0" 10 SECONDARY RR - NORTH ELEVATION SCALE: 1/4" 1'-0" 11 SECONDARY RR - SOUTH ELEVATION SCALE: 1/4" 1'-0" 12 SECONDARY RR - WEST ELEVATION SECONDARY RESTROOM - STORAGE AND UTILITY ROOM BEYOND22 0000.K 08 3323.A 22 0000.I 22 0000.B BEYOND10' - 0"22 0000.X06 4100.A 101A BEYOND 22 0000.K 26 0000.B 08 3323.A OPEN 22 0000.Y 22 0000.I 22 0000.X08 3323.A LEGEND CMU, PAINT SHEATHING, PAINT PERFORATED METAL, PAINT EXPOSED FRAMING, PAINT C 3 8 0 7 9 2-28-27 RENEWAL DATE AATTCC TTIIHHCCRRAADD SSNN CCIILLSS TTAA TT OOFF CC AA LL IIFFOORRNNIIKATHR Y N ANNE H I CKSMISSION PLAZA RESTROOM & CAFECITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 2000057-02 1417-11-RC22 4/4/2025 07:28:40As indicated INTERIOR ELEVATIONSA-512 KH DP KH 04.04.2025 DP RIGHETTI RANCH PARKS - COMMUNITY PARK1.2. 3.4. 5. 6. REFER TO GENERAL NOTES SHEET G-101 FOR ADDITIONAL REQUIREMENTS.REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION ON ELECTRICAL EQUIPMENT.REFER TO RCP'S FOR SOFFIT DIMENSIONS AND FURTHER INFORMATION.PROVIDE BLOCKING FOR ALL WALLS WHERE WALL HUNG EQUIPMENT AND FIXTURES OCCUR.ALL DIMENSIONS SHOWN IN A ROOM TO BE CONSIDERED TYPICAL FOR EACH ELEVATION OF THE ROOM, UNLESS NOTED OTHERWISE. VERIFY MOUNTING HEIGHTS OF ACCESSORIES AND PLUMBING FIXTURES MEET ACCESSIBILITY REQUIREMENTS WHERE APPLICABLE. INT. ELEVS. GENERAL NOTESKEYNOTES SCALE: 1/4" 1'-0"A-101A-512 MAIN RESTROOM - NORTH1 SCALE: 1/4" 1'-0"A-101A-512 MAIN RESTROOM - SOUTH3 SCALE: 1/4" 1'-0"A-101 A-512 CITY STORAGE ROOM - WEST4 SCALE: 1/4" 1'-0"A-101 A-512 CITY STORAGE ROOM - EAST2 MAIN RESTROOM - STORAGE/UTILITY ROOM 06 4100.AFULL HT. CABINETS W/ ADJUSTABLE SHELVING & DOORS 08 3323.AOVERHEAD COILING DOOR 22 0000.BWATER HEATER. REFER TO PLUMBING 22 0000.IMOP SINK. REFER TO PLUMBING 22 0000.KUTILITY SINK REFER TO PLUMBING 22 0000.XAIR COMPRESOR. REFER TO PLUMBING 22 0000.YDRINKING FOUNTAIN PLUMBING PENETRATION. COORDINATE PENETRATION IN BLOCK WALL WITH STRUCTURAL DRAWINGS ANDMANUFACTURER'S REQUIREMENTS. 26 0000.BSURFACE MOUNTED PANELBOARD. REFER TO ELECTRICAL A. VENTILATION LOUVER B. OVERHEAD COILING DOOR A. HOLLOW METAL DOOR W/ LOUVER7' - 4"2' - 0"1' - 0"2' - 0" CMU WALL PER PLAN WIRE MASONRY ANCHOR, MIN. 3 PER JAMB/HEAD HOLLOW METAL DOOR FRAME, GROUT SOLID, SEE SCHEDULE DOOR PANEL WEATHER BARRIER, LAP OVER FLASHINGFIBER CEMENT SIDING 5/4x3 FIBER CEMENT TRIM 1x4 HORIZONTAL FURRING STRIP, 16" O.C. SEALANT AND BACKER ROD 1x4 FIBER CEMENT TRIM CMU WALL PER PLAN WIRE MASONRY ANCHOR, MIN. 3 PER JAMB/HEAD HOLLOW METAL DOOR FRAME, GROUT SOLID, SEE SCHEDULE DOOR PANEL WEATHER BARRIER 1x4 VERTICAL FURRING STRIP, 16" O.C. FIBER CEMENT SIDING 1x4 FIBER CEMENT TRIM SEALANT AND BACKER ROD MOUNTING BRACKET ANCHOR AT 1'-0" O.C. MAX. PER MANUF. RECOMMENDATIONS CMU WALL PER PLAN DRIP FLASHING.TURN UP 6" MIN. BEHIND SIDING FACE OF FIBER CEMENT SIDING BEYOND. WRAP INTO OPENING. COILING DOOR DOOR TRACK COIL STORAGE. ANCHOR AT 1'-0" O.C. MAX. PER MANUF. RECOMMENDATIONS 1x4 FIBER CEMENT TRIM 1x4 HORIZONTAL FURRING STRIP, 16" O.C. FIBER CEMENT SIDING WEATHER BARRIER, LAP OVER FLASHING 5/4x3 FIBER CEMENT TRIM SEALANT AND BACKER ROD VERTICAL TRACK MOUNTING BRACKET, EXTEND TO FACE OF CMU COILING DOOR CMU WALL PER PLAN 1x4 FIBER CEMENT TRIM FIBER CEMENT SIDING 1x4 VERTICAL FURRING STRIP, 16" O.C. WEATHER BARRIER SEALANT AND BACKER ROD 1/4 TITEN HD @ 18" O.C., 6" MIN. FROM EA. END 3 x 2 x 1/8" PAINTED STEEL TRIM SEALANT AND BACKER ROD DOOR SCHEDULE LOUVER TYPES LEGENDLOUVER SCHEDULE NO.Frame MaterialDOORTYPEDOORREMARKSWIDTHHEIGHTTHICKNESS101AHMA3' - 0"7' - 0"0' - 1 3/4"4, 5, 8101BB16' - 8"7' - 4"0' - 3"103AHMA3' - 0"7' - 0"0' - 1 3/4"4, 5, 7104AHMA3' - 0"7' - 0"0' - 1 3/4"4, 5, 7105AHMA3' - 0"7' - 0"0' - 1 3/4"4, 5, 6106AHMA3' - 0"7' - 0"0' - 1 3/4"4, 5, 6107AHMA3' - 0"7' - 0"0' - 1 3/4"4, 5, 7108AHMA3' - 0"7' - 0"0' - 1 3/4"4, 5, 7201AHMA3' - 0"7' - 0"0' - 1 3/4"4, 5, 7202AHMA3' - 0"7' - 0"0' - 1 3/4"4, 5, 6203AHMA3' - 0"7' - 0"0' - 1 3/4"4, 5, 8 1.2.3.4.5.6.7.8.REFER TO GENERAL NOTES ON SHEET G-101 FOR ADDITIONAL REQUIREMENTSREFER TO FLOOR PLANS FOR DOOR LOCATIONS.CONTRACTOR TO VERIFY EXACT ROUGH OPENING SIZES WITH DOOR MANUFACTURER SPECIFICATIONS PRIOR TO FABRICATION OF ROUGH OPENINGS.CONTRACTOR TO VERIFY ACTUAL DOOR SIZES TO FIT FINISH OPENING PRIOR TO FABRICATION OF DOOR AND FINISH OPENING.REFER TO DOOR TYPES LEGEND FOR GLAZING.REFER TO T24 REPORT FOR GLAZING ENERGY REQUIREMENTSINSTALL PER MANUFACTURERS WRITTEN INSTRUCTIONSREFER TO SPECIFICAIONS FOR HARDWARE GROUPSDOOR GENERAL NOTES 1. 2.3. 4. 5.6. 7.8. 9. 10. REFER TO GENERAL NOTES ON SHEET G-101 FOR ADDITIONAL REQUIREMENTSREFER TO FLOOR PLANS FOR LOUVER LOCATIONS. CONTRACTOR TO VERIFY EXACT ROUGH OPENING SIZES WITH LOUVER MANUFACTURER SPECIFICATIONS PRIOR TO FABRICATION OF ROUGH OPENINGS.CONTRACTOR TO VERIFY ACTUAL LOUVER SIZES TO FIT FINISH OPENING PRIOR TO FABRICATION OF LOUVER AND FINISH OPENING.HEAD HEIGHT MEASURED FROM FF UNLESS NOTED OTHERWISE. REFER TO ENERGY COMPLIANCE REPORTS FOR U-FACTOR, SHGC AND ADDITIONAL LOUVER REQUIREMENTS.PROVIDE SHOP DRAWINGS FOR ALL LOUVER UNITSREFER TO LOUVER SCHEDULE AND LOUVER TYPES LEGEND FOR FURTHER INFORMATION. LOUVERS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED OR OTHERWISE SEALED. SAFETY GLAZING NOTATED WITH "T" LOUVER GENERAL NOTES 1.2.3. 4.5. 6.7.8. EGRESS DOOR. EQUIPPED W/PANIC HARDWARE. .FIRE-RATED DOOR ASSEMBLY. VISION PANELS OR LITES TO RECEIVE WIRE GLASS.LOUVERED DOOR.KICK-PLATE PROVIDED. ACCESSIBLE RESTROOM DOOR SIGNAGE PER 23/A902RESTROOM DOOR SIGNAGE PER 23/A902ROOM IDENTIFICAITON SIGNAGE PER 23/A901 DOOR REMARKS C 3 8 0 7 9 2-28-27 RENEWAL DATE AATTCC TTIIHHCCRRAADD SSNN CCIILLSS TTAA TT OOFF CC AA LL IIFFOORRNNIIKATHR Y N ANNE H I CKSMISSION PLAZA RESTROOM & CAFECITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 2000057-02 1417-11-RC22 4/4/2025 07:28:41As indicated DOOR/LOUVER SCHEDULES & DOOR DETAILSA-601 KH DP KH 04.04.2025 DP RIGHETTI RANCH PARKS - COMMUNITY PARKDOOR AND FRAME TYPES LEGEND SCALE: 3" 1'-0"A-201 A-601 EXT. DOOR - HEAD (CMU)11 SCALE: 3" 1'-0"A-201 A-601 EXT. DOOR - JAMB (CMU)12 SCALE: 1 1/2" 1'-0"A-201A-601 O.H. COILING DOOR HEAD31 SCALE: 1 1/2" 1'-0"A-201 A-601 O.H. COILING DOOR JAMB22 NO.LOUVERTYPE LOUVER COMMENTSWIDTHHEIGHTHEAD HEIGHT 1A2' - 0"1' - 4"15' - 8" 2A2' - 0"1' - 4"15' - 8" 3A2' - 0"1' - 4"15' - 8" 4A2' - 0"1' - 4"15' - 8" 5B2' - 0"2' - 0"12' - 0" 6A2' - 0"1' - 4"15' - 8" 7A2' - 0"1' - 4"15' - 8" 8A2' - 0"1' - 4"15' - 8" 9A2' - 0"1' - 4"15' - 8" 10B2' - 0"2' - 0"12' - 0" 17A2' - 0"1' - 4"15' - 8" 18A2' - 0"1' - 4"15' - 8" 19B2' - 0"2' - 0"12' - 0" 20A2' - 0"1' - 4"15' - 8" 21A2' - 0"1' - 4"15' - 8" 22B2' - 0"2' - 0"12' - 0" KICK PLATE NOTE:SWINGING DOOR & GATE SURFACES WITHIN 10" OF FINISH FLOOR SHALL HAVE A SMOOTH SURFACE OF THE PUSH SIDE EXTENDING THE FULL WIDTH OF DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS SHALL BE WITHIN 1/16" OF SURFACE & SHALL BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY KICK PLATES SHALL BE CAPPED. F.F.MIN.0' - 10"REF 11B-404.2.10 12" MIN. 36" MIN. CLR.60" MIN. CLR.44" MIN. CLR.54" MIN. CLR. 24" MIN.60" MIN. CLR.44" MIN. CLR.PUSH SIDE FRONT APPROACH PULL SIDE PUSH SIDE PULL SIDE PUSH SIDE HINGE APPROACH INDICATES CLEARANCE AT DOORS 24" MIN. CLEARPULL SIDE60" MIN. CLR.LATCH APPROACH AT INTERIOR DOORS18" MIN. CLEAR PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER 48" MIN. CLR.48" MIN. CLR. IF DOOR HAS BOTH A LATCH AND A CLOSER NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES 48" MIN. CLR. IF DOOR HAS BOTH A LATCH AND A CLOSER REF 11B-404.2.4 24" MIN. H) J,K) F,G) D) B,C) A)AT EXTERIOR SIDE OF EXTERIOR DOORS 22" MIN. DOOR CLOSER IF PRESENT, MUST BE SET SO THAT IT TAKES DOOR AT LEAST 5 SECONDS TO CLOSE FROM AN OPEN POSITION OF 90 DEGREES TO WITHIN 12° OF LATCH DOOR CLOSERACCEPTABLE DOOR HARDWARE AND MOUNTING HEIGHTS PANIC LOOP LEVER 34"-44" A.F.F.12.00°REF 11B-404.2 THE FORCE TO OPEN DOOR SHALL NOT EXCEED 5 LBS. TYPICAL.36" MIN. CLR.36" MIN. CLR. CLR. 1' - 0" CLR. 1' - 0" 36" MIN. CLR. 32" MIN. CLR.CONT. POINT24" MAX.60" MIN. CLR.60" MIN. CLR. DIA.(A) 60 INCHES DIAMETER SPACE (C) MINIMUM CLEAR WIDTH(B) T-SHAPED TURNING SPACE NOTE: MAY INCLUDE TOE & KNEE CLEARANCES 5' - 0" REF 11B-304 STANDARD HEIGHTFOUNTAINACCESSIBLE FOUNTAINTHE SPOUT SHALL PROVIDE A FLOW OF WATER 2" HIGH MIN. AND SHALL BE LOCATED 5" MAX. FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 2 INCHES FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAX. WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES AND 5 INCHES MAX. FROM THE FRONT ON THE UNIT THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAX. 36" MAX.18" MIN. CLR.5" MAX. 32" M I N . C L R . 19" MAX.15" MIN OPERABLE PARTS SHALL COMPLY WITH 11B-309 THE FLOW OF WATER SHALL BE ACTIVATED BY A MANUALLY OPERATED SYSTEM. FRONT MOUNTED OR SIDE MOUNTED & LOCATED WITHIN 6" OF THE FRONT EDGE OF THE FOUNTAIN OR AN AUTOMATIC ELECTRONICALLY CONTROLLED DEVICE. 38" MIN. 43" MAX.TOE AND KNEE CLEARANCE SHALL BE PROVIDED AS PER 11B 306.3 SEE DETAIL 48" C L R . B E T W E E N B A R R I E R RAIL S MOUNTING SHALL BE PER MANUFACTURER INTO SOLID BACKING PLATE 48" MAX.34" MAX15" MIN.(B) UNOBSTRUCTED SIDE REACH(C) OBSTRUCTED HIGH SIDE REACH (D) SHELVES > 10-24" MAX. 30" MIN.21" MAX.34" MAX.15" MIN.48" MAX.30" MIN.21" MAX.48" MAX.(E) CLOSET NOTE: THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND IS INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION 10" MAX.46" MAX.REF 11B-308 NON RECTANGULAR REF 11B-703 234 3/8" MIN., 1/2" MAX. CORRESPONDING GRADE II BRAILLE PER CBC TABLE AND FIGURE 11B-703.3.1 PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING PATH OF THE DOOR. MOUNT SIGNAGE WITH BASELINE OF LOWEST BRAILE CHARACTERS 48" MIN A.F.F AND 60" MAX A.F.F TO BASELINE OF HIGHEST LINE OF RAISED CHARACTERS60" MAX.18 74 CHARACTER SPACING: 1/8" MIN. TO 4 TIMES STROKE WIDTH MAX. RECTANGULAR 1/16" MIN. TO 4 TIMES STROKE WIDTH MAX. RECTANGULAR ROOM 48" MIN.CL 18" SQR. CLR. FLOOR AREA CENTERED ON SIGN & CLEAR OF DOOR SWING 3/8" MIN.EXIT RAISED CHARACTERS:DEPTH: RAISED 1/32" MIN. ABOVE BACKGROUND CHARACTERS: UPPERCASE, SANSERIF, NOT ITALIC, WIDTH OF UPPERCASE "O" SHALL BE 60% MIN TO 110% MAX. OF UPPERCASE "I"HEIGHT: 5/8" MIN. TO 2" MAX. STROKE: THICKNESS OF "1" SHALL BE 15% MAXIMUM OF HEIGHT. 3/8" MIN., 1/2" MAX. CORRESPONDING GRADE II BRAILLE PER CBC TABLE AND FIGURE 11B-703.3.13/8" MIN.RAISED CHARACTERS:DEPTH: RAISED 1/32" MIN. ABOVE BACKGROUND CHARACTERS: UPPERCASE, SANSERIF, NOT ITALIC, WIDTH OF UPPERCASE "O" SHALL BE 60% MIN TO 110% MAX. OF UPPERCASE "I"HEIGHT: 5/8" MIN. TO 2" MAX. STROKE: THICKNESS OF "1" SHALL BE 15% MAXIMUM OF HEIGHT. 1 1/4" MIN. - 2" MAX. DIA. 0' - 2"..12" MIN. TO PROJECTION ABOVE (1/ 1/2" FOR SHOWER CONTROLS OR GRAB BARS.)1 1/2" MIN TO PROJECTION BELOWCONCEALED FASTENER, 3/16" x 2.25" TITEN TURBO MASONRY ANCHOR. MIN (3) EA. END. 1" 1'-0"A-901 KICK PLATE AT DOORS12 1/2" 1'-0"A-901 CLEARANCES AT DOORS & GATES33 1" 1'-0"A-901 ACC. DOOR REQUIREMENTS13 3/8" 1'-0"A-901 ACC. TURNING SPACE43 3" 1'-0"A-901 ACC. DRINKING FOUNTAIN W/ RAILS11 1/2" 1'-0"A-901 ACC. REACH RANGES42 3" 1'-0"A-901 EXIT & ROOM ID SIGNAGE23 3" 1'-0"A-902 A-901 ACC. GRAB BAR ATTACHMENT21 C 3 8 0 7 9 2-28-27 RENEWAL DATE AATTCC TTIIHHCCRRAADD SSNN CCIILLSS TTAA TT OOFF CC AA LL IIFFOORRNNIIKATHR Y N ANNE H I CKSMISSION PLAZA RESTROOM & CAFECITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 2000057-02 1417-11-RC22 4/4/2025 07:28:42As indicated ACCESSIBILITY DETAILSA-901 KH DP KH 04.04.2025 DP RIGHETTI RANCH PARKS - COMMUNITY PARK 30" MIN.34" MAX.29" MIN. CLR.27" MIN. CLR.9" MIN. CLR.TOE CLR.6" MAX.17" MIN.8" MIN. KNEE CLR.REQUIRED CLEAR SPACEREQUIRED CLEAR SPACE19" MAX.F.O.F.18" MIN. CLR.48" MIN.SIDE VIEW PLAN VIEW NOTE: HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHAP OR ABRASIVE SURFACES UNDER LAVATORIES. NOTE:THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE & TOE CLEARANCES REF. 11B 606 MIRROR SEAT COVER DISPENSER SANITARY NAPKIN DISPENSER TOWEL DISPENSER ELECTRIC DRYER TRASH RECEPTACLE CUP DISPENSER 1. 2. 3. 4.5. 6. NOTE: CLEAR FLOOR OR GROUND SPACE REQUIRED TO ALLOW FOR OR PARALLEL APPROACH TO ACCESSORIES.ALL OPERABLE PARTS OF FIXTURES AND ACCESSORIES TO BE LOCATED 40" MAX. A.F.F..CONTROLS AND OPERATING MECHANISMS MUST OPERATE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST. MAX. 5 POUND FORCE TO OPERATE CONTROLS.LOCATE COAT HOOKS AND SHELVING WITHIN APPROPRIATE REACH RANGE (48" MAX. ABOVE FLOOR.) MIRRORS NOT LOCATED ABOVE LAVATORY TO HAVE BOTTOM EDGE OF REFLECTING SURFACE 35" MAX A.F.F.40" MAX.F.F. REF. 11B-603.3-.5 LAVATORY WHERE OCCURS 36" MIN. 12" MIN. 12" MAX. 42" MIN.17" TO 19"33" TO 36"24" MIN.9" MAX. 7" MIN 19" MIN.NOTE:1. ALL DIMENSIONS TAKEN FROM FACE OF FINISH. 2. WATER CLOSET FLUSH VALVE CONTROLS, OPERATING MECHANSM CONTROLS SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL BE MOUNTED NO MORE THAN 44" A.F.F. 3. THE FORCE REQUIRED TO ACTIVATE THE WATER CLOSET AND URINAL FLUSH VALVE CONTROLS & FAUCET AND OPERATING MECHANISM CONTROLS SHALL BE NO GREATER THAN 5 LBF. ELECTRONIC OR AUTOMATIC FLUSHING CONTROLS ARE ACCEPTABLE AND PREFERABLE. SIDE VIEW FRONT VIEW TOILET PAPER HOLDER WITHOUT STOPS 54" MIN. 24" MIN. TRANSFER SIDE 18" MAX. 17" MIN. @ AMBULATORY ACCESSIBLE TYP. BEVEL ED. REF. 11B 303 VERTICAL12 VERTICAL1/4" MAX.1/2" MAX.1/4"1/4"1/4" THICK RESTROOM WALL-SIGNAGE (TYP.) DOOR MOUNTED SYMBOLS (TYP.) WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR SWING. MOUNT AT 48" MIN TO BRAILLE AND 60" MAX FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. DOOR-MOUNTED SYMBOL WITHIN 1" OF CENTERLINE OF DOOR LETTERING RAISED 1/32" MIN. UPPERCASE SANS SERIF CHARACTERS HEIGHT OF LETTERING 5/8" MIN. TO 2" MAX. MEN 48" MIN & 60" MAXCL 3/8" MIN., 1/2" MAX. CORRESPONDING GRADE II BRAILLE ACC. RESTROOM 12" DIA. PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR-MOUNTED SIGNAGE CHARACTER PROPORTIONS. CHARACTERS SHALL BE SELECTED FROM A FONT WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 55% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE UPPERCASE "I". SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY 18" MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING. CL ROOM ID SIGN DETAIL ROOM IDENTIFICATION SIGN SEE ROOM ID SIGN DETAIL REF. 11B-703.7.2.6 REF 11B-703.4.2 SYMBOL TO CONTRAST WITH DOOR TRIANGLE SHALL CONTRAST WITH CIRCLE 60" MAX48" MIN CL 18" MIN.18" MIN.SIGN SHALL BE LOCATED CENTERED ABOVE A CLEAR FLOOR SPACE(BEYOND ARC OF DOOR) OF A MINIMUM 18"X18". CL RESTROOM RESTROOM 12" DIA. APPLICABLE SIGNAGE TO BE INSTALLED AT BOTH ACCESSIBLE AND NON-ACESSIBLE RESTROOMS RESTROOM ACC. RESTROOM 30"x48" CLEAR FLOOR LANDINGAREA OUTSIDESWING OF DOOR60" MIN.48" MIN.DOOR PERMITTEDTO OVERLAP LAV. CLEAR FLOOR AREA PER. CBC 11B-603.2.3 A-90121TYP.1' - 6" MIN.17" MIN. - 18" MAX. C 3 8 0 7 9 2-28-27 RENEWAL DATE AATTCC TTIIHHCCRRAADD SSNN CCIILLSS TTAA TT OOFF CC AA LL IIFFOORRNNIIKATHR Y N ANNE H I CKSMISSION PLAZA RESTROOM & CAFECITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 2000057-02 1417-11-RC22 4/4/2025 07:28:42As indicated ACCESSIBILITY DETAILSA-902 KH DP KH 04.04.2025 DP RIGHETTI RANCH PARKS - COMMUNITY PARK 1/2" 1'-0"A-902 ACC. LAVATORIES11 1/2" 1'-0"A-902 ACC. RESTROOM ACCESSORIES12 1/2" 1'-0"A-902 ACC. TOILETS13 12" 1'-0"A-902 ACC. DOOR THRESHOLDS21 1" 1'-0"A-902 ACC. RESTROOM DOOR SIGNAGE23 1/2" 1'-0"A-902 SINGLE ACCOMODATION TOILET31 GABLE VENT FLASHING, HEM ALL EXPOSED EDGES WALL PER PLANWEATHER BARRIER, LAP OVER FLASHINGFIBER CEMENT SIDING5/4x2 1/2 FIBER CEMENT TRIMFLASHING, HEM ALL EXPOSED EDGES1x4 VERTICAL FURRING STRIP, 16" O.C. SEALANT SEALANT 1x4 FIBER CEMENT TRIM 1x4 FIBER CEMENT TRIM FIBER CEMENT SIDING 1x4 FURRING STRIP AT JAMB AND SILL. VERTICAL FURRING BELLOW AT 16" O.C. FIBER CEMENT SIDING SEALANTWEATHER BARRIER1x4 VERTICAL FURRING STRIP, 16" O.C.CMU WALL PER PLAN PER MANUF. 1x4 FIBER CEMENT TRIM FIBER CEMENT SIDING WEATHER BARRIER FIBER CEMENT SIDING CMU WALL PER PLAN 3 1/2"PER MANUF.3 1/2" 1x4 VERTICAL FURRING STRIP, 16" O.C. TAPCON SCREW, 16" O.C., 6" MIN. FROM EA. END TAPCON SCREW, 16" O.C., 6" MIN. FROM EA. END 1x4 VERTICAL FURRING STRIP, 16" O.C. SEALANT STANDING SEAM METAL ROOF ROOF FRAMING PER STRUCTURAL ROOF SHEATHINGPER STRUCTURAL RIDGE CAP W/ FLASHING ROOF UNDERLAYMENT WEATHER BARRIER FIBER CEMENT SIDING ROOF SHEATHING PER STRUCTURAL STANDING SEAM METAL ROOF SYSTEM BLOCKING PER STRUCTURAL FRAMING PER STRUCTURAL 2X BLOCKING ROOF UNDERLAYMENT 2X FASCIA PER STRUCTURAL 1X FIBER CEMENT FASCIA FIBER CEMENT SOFFIT PANELS 1x4 FIBER CEMENT TRIM 1x4 VERTICAL FURRING STRIP, 16" O.C. CMU WALL PER PLAN SEALANT AND BACK ROD REFER TO ROOF PLAN ROOF SHEATHING PER STRUCTURAL 1x4 VERTICAL FURRING STRIP, 16" O.C. STANDING SEAM METAL ROOF SYSTEMROOFING UNDERLAYMENT FIBER CEMENT SOFFIT PANEL ROOF FRAMING PER STRUCTURAL 2X FASCIA PER STRUCTURALFIBER CEMENT FASCIAGUTTER, CONNECT TO DOWNSPOUTS NAILER PER STRUCTURAL 1x4 FIBER CEMENT TRIM PERFORATED LEAF GUTTER GUARD COMPLIANT WITH CBC 7AMETAL FLASHING CMU WALL PER PLAN CUT AND FIELD BEND PANEL ENDSEALANT TO CLOSE END PANELFLASHING6" LAP1 1/2"WEATHER BARRIER FIBER CEMENT SIDING GUTTER WEDGE AT 24" O.C. FINISH TO MATCH GUTTER SEALANT AND BACKER ROD WEATHER BARRIER, LAP OVER FLASHING FIBER CEMENT SIDING FLASHING, LAP 6" EACH END T.O. PAVING.REFER TO CIVIL PLANS. F.F. PER ARCHITECTURE PLANSMIN.0' - 2"UPSTAND0' - 4" MIN.SEALANT AND BACKER ROD FIBER CEMENT TRIM 1x4 VERTICAL FURRING STRIP, 16"O.C., ATTACH TO CMU WALL WITH TAPCON SCREW, 16" O.C., 6" MIN. FROM EA. END CMU WALL PER PLAN JOINT SEALER OVER EXPANSION JOINT FILLER LOUVERED VENT SYSTEM BIRD OR INSECT SCREEN SEALANT AND BACKER ROD STANDING SEAM METAL ROOF ROOF SHEATHING PER STRUCTURAL FLASHING, HEM ALL EXPOSED EDGES Z FLASHING ALUMINUM RIVET WALL FRAMING PER STRUCTURAL WALL SHEATHING PER STRUCTURAL WEATHER BARRIER, LAP OVER FLASHING FIBER CEMENT SIDING FLASHING, HEM ALL EXPOSED EDGES 2"4" MIN. ROOF UNDERLAYMENT FRAMING PER STRUCTURAL WEATHER BARRIER, LAP OVER FLASHING 5/4x2 1/2 FIBER CEMENT TRIM 1x4 FIBER CEMENT TRIM FIBER CEMENT SIDING 1x4 FIBER CEMENT TRIM SEALANT AND BACKER ROD SEALANT AND BACKER ROD STANDING SEAM METAL ROOF FRAMING PER STRUCTURAL ROOF SHEATHINGPER STRUCTURAL FLASHING "Z" FLASHING A-90341 FIBER CEMENT SIDING 1x4 FIBER CEMENT TRIM WEATHER BARRIER, LAP OVER FLASHING SIM. ROOF UNDERLAYMENT2"1x4 VERTICAL FURRING STRIP, 16" O.C. CMU WALL PER PLAN SEALNAT AND BACKER ROD CMU WALL PER PLAN DRIP FLASHING.TURN UP 6" MIN. BEHIND SIDING 1x4 FIBER CEMENT TRIM 1x4 VERTICAL FURRING STRIP, 16" O.C. FIBER CEMENT SIDING WEATHER BARRIER, LAP OVER FLASHING SEALANT AND BACKER ROD REFER TO FLOOR PLAN 5/4x2 1/2 FIBER CEMENT TRIM 3" 1'-0"A-201A-903 LOUVERED WALL VENT21 3" 1'-0"A-101 A-903 FIBER CEMENT-INSIDE CORNER11 3" 1'-0"A-101 A-903 FIBER CEMENT-OUTSIDE CORNER TRIM12 1 1/2" 1'-0"A-121A-903 ROOF RIDGE - STANDING SEAM43 1 1/2" 1'-0"A-121A-903 ROOF RAKE - STANDING SEAM42 1 1/2" 1'-0"A-121A-903 ROOF EAVE - STANDING SEAM41 3" 1'-0"A-201 A-903 PLUMB WALL @ CMU13 3" 1'-0"A-201A-903 END WALL - STANDING SEAM - LOUVERED VENT23 C 3 8 0 7 9 2-28-27 RENEWAL DATE AATTCC TTIIHHCCRRAADD SSNN CCIILLSS TTAA TT OOFF CC AA LL IIFFOORRNNIIKATHR Y N ANNE H I CKSMISSION PLAZA RESTROOM & CAFECITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 2000057-02 1417-11-RC22 4/4/2025 07:28:43As indicated DETAILSA-903 KH DP KH 04.04.2025 DP RIGHETTI RANCH PARKS - COMMUNITY PARK 3" 1'-0"A-201A-903 END WALL - STANDING SEAM32 1 1/2" 1'-0"A-201A-903 SOFFIT DETAIL33 3" STANDARD STEEL PIPE 12" MID-STATE D.I.DRAIN INLET PER CIVIL GRATE STORM DRAIN CONNECT PER CIVIL CONCRETE SITEWORK, RE CIVIL3"PER PLAN WALL ASSEMBLY 2" 4"4"FOOTING PER STRUCTURAL 7" MAX.2" MIN.3" STANDARD STEEL PIPE 1-1/2" WIDE X 18 GA. GALV. STEEL PIPE STRAP 1-1/2" WIDE x 1/8" THICK BENT PLATE SPACER 1/4"X3" TITAN INTO CMU WALL 1-1/2" WIDE X 18 GA. GALV. STEEL PIPE STRAP @ 48" O.C. MIN. 3 PER DOWNSPOUT 1-1/2" WIDE x 1/8" THICK BENT PLATE SPACER 3" STANDARD STEEL PIPE A A SECTION A-A PLAN CMU WALL PER PLAN 1x FURRING AT BENT PLATE SPACER FIBER CEMENT SIDING WEATHER BARRIER CMU WALL PER PLAN WEATHER BARRIER 1x4 VERTICAL FURRING STRIP, 16" O.C. FIBER CEMENT SIDING W 0' - 6"D 0' - 5"W/121" MIN.TWO-PIECE EXTRUDED ALUMINUM BRACKET AT 2'-0" O.C.LEAF GUARD4"1"12 2TYP. DOWNSPOUT SUPPORT BRACKET, SEE DETAILS 3" DIA. SCHEDULE 40 GALVANIZED PIPE DOWNSPOUT TO 8' A.F.G.3" DIA. PRE-FINISHED SHEET METAL DOWNSPOUT, FINISH TO MATCH GUTTER.SHEET METAL GUTTER A-90421 WALL FRAMING PER STRUCTURAL FURRING AS REQUIRED PLYWOOD FLUSH WITH CMU WALL AT INTERIOR OF ALL RESTROOMS, PAINT. PLYWOOD NOT REQUIRED AT PLUMBING CHASE CMU WALL PER PLAN WALL FRAMING PER STRUCTURAL FURRING AS REQUIRED PLYWOOD FLUSH WITH CMU WALL AT INTERIOR OF ALL RESTROOMS, PAINT. PLYWOOD NOT REQUIRED AT PLUMBING CHASE CMU WALL PER PLAN CMU WALL PER STRUCTURAL 1x4 VERTICAL FURRING STRIP, 16" O.C. WEATHER BARRIER FIBER CEMENT SIDING FINISH COVER PLATE WALL MOUNT CARRIER PLATE 1X FURRING AT DRINKING FOUNTAIN MOUNTING POINTS 3/8" TITAN HD AT EA. MANUF. PROVIDED MOUNTING HOLES, MIN. 6 FASTENERS PER UNIT BOTTLE FILLER ABOVE, PROVIDE BLOCK OUT IN CMU WALL PER STRUCTURAL. VENT LOCATION PER STRUCTURAL 16" O.C. SPACING PER STRUCTURAL CMU WALL BELOW FRAMING PER STRUCTURAL SHEATHING PER STRUCTURAL 14 GA. PERFORATED METAL MESH, 3/8" HOLES AT 1/2" STAGGERED CENTER. MIN. 50% OPEN AREA, PAINT. 1" 18 GA. U-EDGING METAL TRIM, ALL SIDES, MITER CORNERS, PAINT. #10 SMS AT 12" O.C. MIN. 6" FROM EA. END C 3 8 0 7 9 2-28-27 RENEWAL DATE AATTCC TTIIHHCCRRAADD SSNN CCIILLSS TTAA TT OOFF CC AA LL IIFFOORRNNIIKATHR Y N ANNE H I CKSMISSION PLAZA RESTROOM & CAFECITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 2000057-02 1417-11-RC22 4/4/2025 07:31:48As indicated DETAILSA-904 KH DP KH 04.04.2025 DP RIGHETTI RANCH PARKS - COMMUNITY PARK 1 1/2" 1'-0"A-904 DOWNSPOUT TERMINATION AT INLET13 3" 1'-0"A-201 A-904 DOWNSPOUT ATTACHMENT12 3" 1'-0"A-904A-904 GUTTER PROFILE21 1/2" 1'-0"A-201 A-904 TYPICAL GUTTER TO DOWNSPOUT11 3" 1'-0"A-511A-904 INT. - CMU TO WOOD STUD TRANSITION22 3" 1'-0"A-201A-904 EXT. - CMU TO WOOD STUD TRANSITION23 3" 1'-0"A-201A-904 DRINKING FOUNTAIN AND BOTTLE FILLER43 3" 1'-0"A-511A-904 PERFORATED METAL SCREEN OPENING32 CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S101.dwg, S101, Mar 31, 2025 4:31pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-101SHEET INDEX, ABBREVIATIONS, & SYMBOLS DETAIL REFERENCE BUBBLE WITH LEADERDRAG STRUT CONNECTIONMOMENT CONNECTIONWIDE FLANGE STEEL COLUMNNUMBER OF EVENLY SPACEDSTEEL HSS TUBE COLUMNWELDED WIRE FABRICELEVATION OF WALL OR FRAMESLOPED SURFACEINDICATES SAND OR GROUTINDICATES GRAVELEARTH LAYERNORTH ARROWSLOPEFULL HEIGHT SECTION INDICATORDETAIL REFERENCE BUBBLEBEAM CAMBER AT MID-SPANSPECIAL STUD SPACING SEE TYPICALDOUBLE ANGLE BRACESTEEL IN CROSS SECTIONFULL HEIGHT STIFFENER CONNECTIONSTEPPED FOOTINGTOP/BOTTOM OF ELEVATIONSTOP OF STEEL ± ELEVATIONMEMBER SPLICESTEEL HSS OR PIPE COLUMN(WWF LAYER)STEPPED SURFACE; FLOOR DEPRESSIONANGLE BRACESHEAR STUDSSTEEL DETAILS-S-BOT OFEL = (-X'-X")BOTTOM STEPPED FOOTINGWOOD POSTXXX'-X"INDICATES HEADER @ OPENING PER HEADER SCHEDULEINDICATES SPAN AND DIRECTION OF PREFABRICATED ROOF TRUSS (BY OTHERS)INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST WITH WEB STIFFENERXXINDICATES BEARING WALLSHADED AREA INDICATES CALIFORNIA FRAMINGSHADED AREA INDICATES FOOTPRINT OF FLOOR ABOVEINDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOISTXXINDICATES EXTENTS OF FRAMING OR OTHER STRUCTURAL ELEMENTINDICATES PAD FOOTING TYPE PER SCHEDULE1xINDICATES SHEAR WALL STRAP / HOLDOWN TYPE PER SCHEDULEINDICATES BEARING CMU WALL BELOWINDICATES BEARING CMU WALL ABOVEINDICATES NON-BEARING CMU WALL BELOWINDICATES NON-BEARING CMU WALL ABOVEINDICATES EXISTING BEARING CMU WALLINDICATES BEARING CONCRETE WALL BELOWINDICATES EXISTING NON-BEARING CMU WALL INDICATES NON-BEARING CONCRETE WALL BELOWINDICATES BEARING CONCRETE WALL ABOVEINDICATES NON-BEARING CONCRETE WALL ABOVEINDICATES EXISTING NON-BEARING CONCRETE WALLINDICATES BEARING WOOD WALL BELOWINDICATES BEARING WOOD WALL ABOVEINDICATES PLYWOOD SIDE FOR SHEARWALLINDICATES NON-BEARING WOOD WALL BELOWINDICATES NON-BEARING WOOD WALL ABOVEINDICATES EXISTING BEARING WOOD WALL INDICATES EXISTING NON-BEARING WOOD WALL INDICATES EXISTING BEARING CONCRETE WALLKSIFOOTINGHEIGHTINCLUDEINFORMATIONINCLINFOJSTINSPINTJOINTJOISTKIPS IDI-JSTINIFHTINCHGRADE BEAMHORIZONTALGROUNDHIGH POINTH or HORIZHPGBGRNDFACE OF MASONARYFOOT; FEETFOMFJELEVATOREDGE NAILEMBEDMENTEXISTINGEXTERIOREACH WAYEQUAL OR EQUIVALENTEXIST or (E)FDNEWELEVESEQUIPEQSTRUCTURAL STEEL SHAPESWT, ST, MTMC AMERICAN STD CHANNEL SHAPEMISC CHANNEL SHAPETHRUTHKT & GT & BTOCTOTBSTRUCTSTIFFSTLSWTHREADEDTEMPERATURE; TEMPORARYSTIFFENERSSTEELSTANDARDAMERICAN WOOD PRESERVERS ASSOCIATIONCONSTRUCTION JOINT; CONTROL JOINTCOMPLETE JOINT PENETRATION WELDDIAPHRAGMDRAWINGDIAMETERDOWELEACH FACEELEVATIONEFELDWLEACHDIMDIAGCONTRACTORCONSTRUCTIONCUBIC FOOTPENNY (NAIL OR BAR DIA)CONNECTION; CONNECTCONCRETEDBLCU FTdDETAILCONSTRCONTRCJP CONTCONNCONCBEARINGCENTER OF GRAVITYCENTER TO CENTERCANTILEVERCAMBERCOMPRESSIONCOLUMNCONCRETE MASONRY UNITCLRCOMPCMUCJCLBTWNBLOCKINGBNBMBLOCKBLDGASTMAITCSPECSSNSPCGSHTGSEPPSIPVMT#PSLSHEATHINGSHEETSECTIONPARTIAL JOINT PENETRATION WELDREINFORCE; REINFORCINGPARALLEL STRAND LUMBERPAVEMENTREFERENCEREQUIREDPLATE WASHERPREFABRICATEDPLYWOODORIGINALODPI LPCOPPNO or #OC MIN(N)MFRPONDS PER LINEAL FOOTPROPERTY LINEPERPENDICULARADDLAPPROXIMATEARCHITECTURAL; ARCHITECTADJACENTARCHAPAAESSALUMALTADJANCHOR BOLTAMERICAN CONCRETE INSTITUTE ABLINEAL FOOTPOUND(S)LOW POINTLEVEL OR LAMINATED VENEER LUMBERMACHINE BOLTMASONRYMATERIALLINEAL; LINEARLONG SLOTTED HOLESLONG LEG VERTICALLFLT WTMASMAXMATLLVLLLVLLHAMERICAN PLYWOOD ASSOCIATION)KIPS PER SQUARE INCHFTGHORIZONTALLY SLOTTED HOLESHSHINSIDE DIAMETERINSIDE FACEI-JOISTINSPECTIONINTERIORJTKGALVANIZEDHANGERGLUED LAMINATED BEAMHGRGRGLB GALVGAGRADEGAUGEFACE OF CONCRETEFIELD NAILFLANGEFLOOR JOISTFRAMINGFACE OF WALLFACE OF STUDFTFRMGFOWFOSFNFOCFLGFLRFINFLOORFINISHENGINEEREACH SIDEEQUIPMENTFOUNDATIONEXTENGRENEMBEDTYPICALTYPPIPE-XPIPE-XXHSSCPIPE LWWWFWDWPW/OW/UNO VSH VERT UTDBL EXTRA STRONG PIPE SHAPEEXTRA STRONG PIPE SHAPEHOLLOW STRUCTURAL SECTIONSTANDARD PIPE SHAPESTRUCT TEE SHAPEANGLE SHAPEW SHAPEWELDED WIRE FABRICWORK POINT; WATERPROOFWOODWITHOUTWITHVERTICAL SLOTTED HOLESULTRA-SONIC TESTUNLESS NOTED OTHERWISEVERTICALTOP or TTHRTOWTOSTOFTEMPSTIRRSYM SSSSLSTGRSTDSQ TOP OF STEEL/TOP OF SLABTOP OF CURB; TOP OF CONCRETETHICKNESS/THICKTHROUGHTOP OF WALLTOPTOP OF FOOTINGTONGUE & GROOVETOP AND BOTTOMTOP OFTIE BEAMSYMMETRICALSHEAR WALLSTRUCTURALSTIRRUPSHORT SLOTTED HOLESSTAINLESS STEELSTAGGERSQUAREAWPAAMERICAN SOCIETY FOR TESTING MATERIALSAMERICAN INSTITUTE OF TIMBER CONSTRUCTIONDOUGLAS FIR/LARCHDFDIMENSIONDIAGONALELECTRICALEXPANSION JOINTDWGELECEJEADIAPHDNDOWNCENTERDEPARTMENTDOUBLECOUNTERSINK; COUNTERSUNKCONTINUE; CONTINUOUSCTRDEPTDETCTSKBETWEENCLEARANCE; CLEARCENTER LINECAST-IN-PLACECOLCIPBRGCAM OR CCANT CGCCBUILDINGBOUNDARY NAILBOTTOMAMERICAN WELDING SOCIETYBLKBOT OR BBRCBLKGBRACEBEAMAWSSOG SIMSCHEDRFØSHTSECTREINFREFREQDPREFABPLYPTPWPSFPJPPROPSPECIFICATIONSSLAB ON GRADESHEAR NAILSPACINGSIMILARROUND; DIAMETERROOFSEPARATIONSCHEDULEPOUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOTPOUND; NUMBERPRESSURE TREATEDPROPERTYMECHANICALNEWNORTHON CENTERNOT TO SCALENUMBEROPENINGOPPOSITEOUTSIDE FACEORIENTED STRAND BOARDOPPOSITE HANDMINIMUM; MINUTEOUTSIDE DIAMETERMISCELLANEOUSMANUFACTURERPARA OR //PLF PLPLCSP OR PL.PERPOPNGOSBORIGOHOFNTSMECHMISCNPLYWOOD INDEXPRECAST; PIECEPLATEPLACESPARALLELARCHITECTURAL EXPOSED STRUCTURAL STEELAMERICAN NATIONAL STANDARDS INSTITUTEAMERICAN INSTITUTE OF STEEL CONSTRUCTIONADDITIONALANCHORALTERNATEALUMINUMAPPROVEDENGINEERED WOOD ASSOCIATION (FORMERLY THEANCHAPPROXAPPVDANSIAISCACILIGHTWEIGHTMAXIMUMLONG LEG HORIZONTALMBLPLSHLINLB(S) OR #DIA OR ØLAMINATED STRAND LUMBERLSLABOVE AND BELOWA & BRRROOF RAFTERPOST ABOVEPAFLOOR TIE ABOVEFTAKING POSTKPWOWHERE OCCURSABOVEABVKING STUDKSTSTRIMMER STUDINDICATES CONTINUOUS FOOTING TYPE PER SCHEDULEC1SHEET INDEXWALL TYPESSYMBOLSABBREVIATIONSS-101SHEET INDEX, ABBREVIATIONS, & SYMBOLSS-102GENERAL NOTESS-103GENERAL NOTESS-104GENERAL NOTES & SPECIAL INSPECTIONS & TESTSS-201FOUNDATION PLANS-202ROOF FRAMING PLANS-203ABUTMENT PLANSS-221ELEVATIONS BLDG-1S-222ELEVATIONS BLDG-2S-301TYPICAL CONCRETE DETAILSS-302TYPICAL CONCRETE DETAILSS-303TYPICAL CONCRETE DETAILSS-311CONCRETE DETAILSS-312CONCRETE DETAILSS-321CMU FOUNDATION DETAILSS-322MASONRY DETAILSS-331BRIDGE ABUTMENT DETAILSS-332BRIDGE ABUTMENT DETAILSS-401TYPICAL MASONRY DETAILSS-402TYPICAL MASONRY DETAILSS-403TYPICAL MASONRY DETAILSS-601TYPICAL WOOD DETAILSS-602TYPICAL WOOD DETAILSS-603TYPICAL WOOD DETAILSS-604TYPICAL WOOD DETAILSS-605TYPICAL WOOD DETAILSS-621ROOF FRAMING DETAILSDODO OVERHEADERHDRF1X CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S102.dwg, S102, Mar 31, 2025 4:32pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-102GENERAL NOTES 1.ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES AND STANDARDS:A.2022 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2022 EDITION ANDLATEST REVISIONS (INCLUDING SUPPLEMENTS AND ERRATA) HEREIN REFERRED TO AS “THE CODE”.B.ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK,INCLUDING THE STATE OF CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA).C.CODES & STANDARDS REFERENCED IN THE CODE OR LISTED IN THESE NOTES AND SPECIFICATIONS.2.ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALLBE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TOTHE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OFTHE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORKPERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BECORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER ORARCHITECT.3.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALLBE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. IN NO INSTANCE SHALL DIMENSIONS BE SCALEDFROM THE DRAWINGS.5.SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:A.SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTEDB.SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS UNLESSNOTED AND/OR DETAILED ON THE STRUCTURAL DRAWINGSC.SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS,SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETCD.SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWNE.FLOOR AND ROOF FINISHESF.MISCELLANEOUS DRAINAGE AND WATERPROOFINGG.ALL FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF STRUCTURAL STEELH.DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS6.SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:A.PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC.,EXCEPT AS SHOWN OR NOTED.B.ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.C.CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.D.SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FORMOTOR MOUNTS.7.SEE CIVIL DRAWINGS FOR THE FOLLOWING:A.HEIGHT AND/OR ELEVATION OF:a.FINISHED SURFACEb.TOP OF WALLc.TOP OF GRADEd.FINISHED GRADEe.SLOPEB.SITE CONCRETE WALKWAYS, CURBS & PAVING8.THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DONOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURESNECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUTNOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. THECONTRACTOR IS RESPONSIBLE FOR PROVISION OF TEMPORARY SHORING AND OTHER CONSTRUCTION AIDS,INCLUDING ALL ENGINEERING OF SUCH SYSTEMS, FOR TEMPORARY SUPPORT OF NEW AND/OR EXISTINGSTRUCTURAL ELEMENTS AS REQUIRED FOR ERECTION AND OTHER CONTRACTOR'S MEANS AND METHODS OFCONSTRUCTION (UNO). OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDEINSPECTION OF THE ABOVE ITEMS OR CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTIONSAFETY.9.BACKFILL SHALL NOT BE PLACED BEHIND EXTERIOR AND INTERIOR RETAINING WALLS UNTIL THE CONCRETE /CMU HAS ACHIEVED FULL DESIGN STRENGTH. FOR BRACED WALLS SUPPORTED BY STRUCTURAL DIAPHRAGMS.BACKFILL SHALL NOT BE PLACED BEHIND THE WALL UNTIL THE DIAPHRAGM HAS BEEN INSTALLED , AND FORCONCRETE DIAPHRAGMS, HAS ACHIEVED FULL DESIGN STRENGTH.10.THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION. CONTRACTORSHALL MAKE PROVISIONS IN THE LAYOUT OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE, CREEP,SHORTENING, ETC..11.OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS,UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHENDRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURALDRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS.12.ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE THE VERSION REFERENCED IN CHAPTER 35 OF THE CODEOR AS REFERENCED IN THE APPLICABLE DESIGN STANDARD.13.CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLEDEXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCHSTRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER SHALL BE NOTIFIEDIMMEDIATELY.14.CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOTEXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. THE CONTRACTOR TO DESIGN AND PROVIDE ADEQUATESHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.15.CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO INSURE PROVISIONS FORPOCKETS, BLOCKOUTS, OFFSETS, STEPPED FOOTINGS AND ANY OTHER ITEMS AFFECTED BY THE SHORING.SHORING IS NOT THE RESPONSIBILITY OF THE SEOR. CONTRACTOR TO SUBMIT ANY SHORING DESIGN ANDDRAWINGS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.16.AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWOWORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.A.FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.B.FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.17.EDGE OF SLAB DIMENS IONS TO BE COORDINATED AND VER IFIED BY THE GENERAL CONTRACTOR PRIOR TO FABR ICATION.GENERAL1.DIMENSIONS SHALL BE DEFINED TO INCLUDE BOTH HORIZONTAL DIMENSIONS AND VERTICAL DIMENSIONS (ELEVATIONS).2.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. DRAWINGS SHALL NOT BE SCALED.3.SEE ARCHITECTURAL DRAWINGS FOR DIMENSION NOT NOTED ON STRUCTURAL DRAWINGS.4.SEE ARCHITECTURAL AND/OR CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS.5.SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND/OR ROOF ELEVATIONS.6.THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THEARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.DIMENSIONS1.DEAD LOADS:2.FLOOR LIVE LOADS: (2022 CBC SECTION 1603.1.1)*1.5 x OCCUPANCY SERVED3.ROOF LIVE LOADS (2022 CBC SECTION 1603.1.2)4.ROOF SNOW LOADS (2022 CBC SECTION 1603.1.3):5.WIND DESIGN DATA (2022 CBC SECTION 1603.1.4) :6.EARTHQUAKE DESIGN DATA (2022 CBC SECTION 1603.1.5):7.GEOTECHNICAL INFORMATION (2022 CBC SECTION 1603.1.6):REFER TO FOUNDATION GENERAL NOTESSITE AND OCCUPANCY PARAMETERSPARAMETERVALUEREFERENCERISK CATEGORY II2022 CBC TABLE 1604.5SEISMIC IMPORTANCE FACTOR I = 1.0ASCE 7-16 TABLE 1.5-2MAPPED SPECTRAL RESPONSE ACCELERATIONS: S S = 1.083g2022 CBC 1613.2.1 S 1 = 0.398gSITE CLASSD2022 CBC 1613.2.2SPECTRAL RESPONSE COEFFICIENTS: S DS = 0.770g2022 CBC 1613.2.4 S D1 = -COMPONENTS & CLADDING WIND PRESSURES (PSF)LOCATIONCOMPONENT TRIBUTARY AREA (SQ FT)10100500ROOFZONE 1-33.3-16.0-16.0ZONE 2e-33.3-16.0-16.0ZONE 2n-48.6-27.2-18.0ZONE 2r-48.6-27.2-18.0ZONE 3e-48.6-27.2-18.0ZONE 3r-57.8-30.3-30.3ALL ZONES16.016.016.0OVERHANGZONE 1-41.0-25.7-25.7ZONE 2e-41.0-25.7-25.7ZONE 2n-56.3-39.5-37.9ZONE 2r-56.3-39.5-37.9ZONE 3e-65.5-36.4-25.7ZONE 3r-74.6-37.9-37.9WALLZONE 4--17.0-16.0ZONE 5--18.8-16.0POSITIVE-16.016.0BUILDING PARAMETERSPARAMETERVALUEREFERENCESEISMIC DESIGN CATEGORYSDC = D2022 CBC 1613.2.5BASIC SEISMIC FORCE RESISTING SYSTEMSPECIAL REINFORCED MASONRYSHEAR WALLSASCE 7-16 TABLE 12.2-1RESTROOMRESPONSE MODIFICATION FACTORR = 5SYSTEM OVERSTRENGTH FACTORΩo = 2.5DEFLECTION AMPLIFICATION FACTORCd = 3.5DESIGN BASE SHEARV = 21.9K &9.4 kASCE 7-16 12.8.1SEISMIC RESPONSE COEFFICIENTSCs = 0.154ASCE 7-16 12.8.1.1ANALYSIS PROCEDURE USEDEQUIVALENT LATERAL FORCEPROCEDUREASCE 7-16 12.8DEAD LOADSLOCATIONSUNIFORM (PSF)ROOF:METAL ROOF OVER WOOD FRAMING18EXTERIOR BEARING WALLS:2x6 STUDS W/EXT SIDING + INT GYP BOARD11CMU BEARING WALLS:8" CMU WALLS W/EXT SIDING + INT GYP BOARD89ROOF LIVE LOADSOCCUPANCY OR USEUNIFORM(PSF)CONC.(LBS)REFERENCEROOF ORDINARY FLAT, PITCHED AND CURVED ROOFS (THAT ARE NOT OCCUPIABLE)20___2022 CBC TABLE1607.1SNOW DESIGN DATAPARAMETERVALUEREFERENCEGROUND SNOW LOADPg = 0 PSFASCE 7-16 7.2WIND DESIGN DATAPARAMETERVALUEREFERENCEULTIMATE DESIGN WIND SPEED (3-SEC GUST)VULT = 91 MPH2022 CBC FIG. 1609.3NOMINAL DESIGN WIND SPEED (3-SEC GUST)VASD = 71 MPH2022 CBC 1609.3.1EXPOSURE CATEGORYC2022 CBC 1609.4.3INTERNAL PRESSURE COEFFICIENT:GCpi = ± 0.18ASCE 7-16 TABLE 26.13-1DESIGN INFORMATIONFLOOR LIVE LOADSOCCUPANCY OR USEUNIFORM(PSF)CONC.(LBS)REFERENCETOILET ROOMS60___ASCE 7-16 TABLEC4.3-11.GEOTECHNICAL INFORMATION AND FOUNDATION DESIGN IS BASED ON THE FOLLOWING GEOTECHNICALREPORTS AND SUPPLEMENTS/ADDENDUMS. COPIES OF THE REPORTS AND SUPPLEMENTAL LETTERS SHALL BEAVAILABLE AT THE JOBSITE AT ALL TIMES.2.LATERAL EARTH PRESSURES:* SEISMIC SOIL PRESSURE APPLIES TO WALLS GREATER THAN 6 FEET IN HEIGHT MEASURED FROM TOP OFFOUNDATION** FOR SLOPING BACKFILL ADD 1 PCF FOR EVERY 2 DEG. (ACTIVE CASE) AND 1.5 PCF FOR EVERY 2 DEG(AT REST)3.SPREAD OR CONTINUOUS FOOTINGS:NOTES:A.THE ALLOWABLE CAPACITY MAY BE INCREASED BY ONE-THIRD WHEN CONSIDERING LOADS OF SHORTDURATION SUCH AS WIND OR SEISMIC FORCES.B.THE ALLOWABLE LATERAL RESISTANCE CAN BE TAKEN AS THE SUM OF THE FRICTIONAL RESISTANCE ANDPASSIVE RESISTANCE WITH THE LESSER REDUCED BY 50 PERCENT.C.THE UPPER 6 INCHES OF SOIL NOT PROTECTED BY PAVEMENT SHALL BE NEGLECTED WHENCALCULATING PASSIVE RESISTANCE.D.COMPACTED FILL SHOULD BE PREPARED PER SECTION 8.0 GEOTECHNICAL EVALUATION REPORT4.PILE FOUNDATIONA.COMPRESSION CAPACITY IS BASED ON SKIN FRICTION ONLY, NO END BEARINGa.ALLOWABLE SKIN FRICTION OF 750 PSF FOR WEATHERED FORMATIONAL MATERIAL,ENCOUNTERED AT APPROXIMATE DEPTHS OF 3.0 TO 9.0 FEET BELOW GROUND SURFACE.b.ALLOWABLE SKIN FRICTION OF 2000 PSF FOR HARD BEDROCK MATERIAL,ENCOUNTERED AT APPROXIMATE DEPTHS OF 5.5 TO 15.0 FEET BELOW GROUNDSURFACE.B.THE WEIGHT OF THE PILE AND PILE CAP ABOVE THE DEPTH AT WHICH PILE CAPACITY MAY BE TAKENSHOULD BE INCLUDED IN THE PILE LOADING, WEIGHT OF THE PILE BELOW THE DEPTH AT WHICH PILECAPACITY MAY BE TAKEN MAY BE IGNORED IN THE PILE DESIGN.C.LATERAL RESISTANCE 500 PCF TO A MAX OF 10,000 PSF.D.THE ALLOWABLE AXIAL CAPACITY AND ALLOWABLE LATERAL RESISTANCE MAY BE INCREASED BYONE-THIRD WHEN CONSIDERING LOADS OF SHORT DURATION SUCH AS WIND OR SEISMIC FORCES.G.BASE FRICTION SHALL NOT BE USED IN CALCULATING THE PASSIVE RESISTANCE OF THE PILE CAPS.H.PILE DIAMETER MAY BE DOUBLED IN THE DETERMINATION OF PILE LATERAL RESISTANCE PROVIDED THE SPACING IS AT LEAST 3 DIAMETERS CENTER TO CENTER.5.SLAB ON GRADE SUPPORT SHALL BE PER THE GEOTECHNICAL INVESTIGATION REPORT AND TYPICAL DETAILS INTHE CONSTRUCTION DOCUMENTS.6.WHERE NOT SHOWN ON THE DRAWINGS, CONTRACTOR TO PROVIDE FOR DESIGN AND INSTALLATION OF ALLCRIBBING, SHEATHING AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATIONPROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES,STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.7.CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATERAND/OR SEEPAGE.8.EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR OR GEOTECHNICAL ENGINEER PRIORTO PLACING CONCRETE AND REINFORCING.9.ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLSBEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE ORPROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARECOMPLETELY IN PLACE AND HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FORDESIGN, PERMITS AND INSTALLATION OF SUCH BRACING.10.EXCAVATIONS SHALL BE CUT SQUARE AND SMOOTH, WITH LEVEL BOTTOMS.11.FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLYCOMPACTED IN LAYERS IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT ANDAPPROVED BY THE GEOTECHNICAL ENGINEER. FLOODING WILL NOT BE PERMITTED. ALL FILLS USED TOSUPPORT FOUNDATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER REPRESENTATIVE PERSECTION 1705.6 OF THE CODE.12.ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED. NEW FOOTINGS MUST EXTEND INTOUNDISTURBED SOILS.13.PIPES WITHIN THE ZONE OF INFLUENCE OF BUILDING OR SITE ELEMENT FOUNDATIONS SHALL BE INCREASED INLEAN CONCRETE AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER OF RECORD.ELEMENTALLOWABLEBEARINGCAPACITY(PSF) AALLOWABLE LATERAL RESISTANCE BPASSIVERESISTANCE(PSF/FT BELOWGRADE)FRICTIONRESISTANCE(COEFFICIENT OFFRICTION)BUILDINGFOUNDATION1,5002500.30RET WALL1,500ACTIVE EARTH PRESSURE(CANTILEVER RETAININGWALLS)AT-REST EARTHPRESSURE(BRACED WALLS)60H35H(PCF)REPORT/ADDENDUM TITLEPREPARED BYDATEPROJECT #SOILS ENGINEERING REPORT RIGHETTIPARKS BOUNDED BY ORCUTT ROAD &TANK FARM ROADSAN LUIS OBISPO, CALIFORNIAGEOSOLUTIONS INC.REVISED10/20/23SL07509-15SOILS ENGINEERING REPORT RIGHETTIPARKS BOUNDED BY ORCUTT ROAD &TANK FARM ROADSAN LUIS OBISPO, CALIFORNIAGEOSOLUTIONS INC.03/15/23SL07509-15FOUNDATION*SEISMICNATIVE85H50H(PCF)NATIVE30H18H(PCF)NATIVEENG FILLENG FILL ENG FILLEXISTING CONDITIONS1.ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENTKNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY.2.WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECTAND/OR STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FORNEW CONSTRUCTION SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT.EXISTING UNDERGROUND UTILITIES1.THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUNDUTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THECONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANYSUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TOEXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.3.AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWOWORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.A.FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.B.FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.DEMOLITION1.ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A WAY AS NOT TO DAMAGE EXISTING ELEMENTS, WHICHARE TO REMAIN IN THE FINISHED STRUCTURE.2.ALL ELEMENTS OF THE STRUCTURE, WHICH ARE TO REMAIN, AND WHICH ARE DAMAGED DURING DEMOLITIONWORK SHALL BE REPLACED AT NO ADDITIONAL COST. EXISTING ELEMENTS SHALL BE PROTECTED TO THEFULLEST EXTENT POSSIBLE, IN ORDER TO MITIGATE DAMAGE.3.CONTRACTOR IS REPONSIBLE FOR REMOVAL AND REPLACEMENT OF ALL EXISTING ELEMENTS THAT ARENECESSARY FOR THE INSTALLATION OF ALL NEW WORK.4.WHERE EXISTING PARTITION WALLS ARE TO BE DEMOLISHED, CONTRACTOR SHALL VERIFY WALLS ARENON-BEARING PRIOR TO DEMOLITION. IF WALLS ARE FOUND TO BE BEARING, CONTRACTOR SHALL NOTIFYARCHITECT IMMEDIATELYMATERIALASTM STANDARDPORTLAND CEMENT (TYPE II)AC150CONCRETE AGGREGATES (HARDROCK)C33CONCRETE AGGREGATES (LIGHTWEIGHT)CC330WATERBC1602COAL FLY ASH OR POZOLLAN (CLASS F)C618NATURAL OR MANUFACTURED SANDC33SLAGC989CONCRETELOCATION IN STRUCTUREMINIMUM STRENGTH(PSI)DENSITY (PCF)MAX SLUMP(IN±1)MAXWATER/CEMENTRATIOSLAG/FLY ASHA(MAX)CONCRETE PILES,PILE FOUNDATIONS5,00015040.50.15CONCRETEFOUNDATIONS, GRADEBEAMS, TIE BEAMS4,00015040.50.15CONCRETE BASEMENTWALLS/STEM WALLS4,00015040.50.15CONCRETE SLAB ONGRADE3,00015040.450.15STAIRS ON GRADE, CURBSAND OTHER NON-STRUCTURAL CONCRETE3,00015040.50.15SITE WALLS3,00015040.50.151.ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THE PROVISIONSOF ACI 318-19.2.CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS:A.FOR SOILS WITH HIGH CONCENTRATIONS OF SULFATES (EXPOSURES S2 OR S3 PER ACI 318-19 TABLE19.3.2.1) PORTLAND CEMENT SHALL BE TYPE V. VERIFY WITH PROJECT GEOTECHNICAL REPORT.B.WATER SHOULD ONLY BE ADDED AT THE BATCH PLANT. IN NO CASE SHALL THE DESIGN WATER/ CEMENTRATIO BE EXCEEDED.C.PUMICE AGGREGATE SHALL NOT BE USED.3.CONCRETE MIXES SHALL BE PROPORTIONED BASED ON SECTION 26.4.3 OF ACI 318-19, WHICH REFERENCES ACI301-20 ARTICLE 4.2.3. MIX DESIGNS SHALL INCLUDE DOCUMENTATION OF MIX AVERAGE COMPRESSIVESTRENGTH THROUGH FIELD TEST DATA OR TRAIL MIXTURES IN ACCORDANCE WITH ACI 301-20 ARTICLE 4.2.3.4.SCHEDULE OF STRUCTURAL CONCRETE STRENGTHS AND LOCATIONS (UNO):A. AS MEASURED BY CEMENTITIOUS WEIGHT4.READY MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTMC94 OR C685.5.DEPOSITING AND CONVEYING OF CONCRETE SHALL CONFORM TO SECTION 26.5 OF ACI 318-19 AND PROJECTSPECIFICATIONS.6.ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED SHALL BE CLEANED ANDROUGHENED TO 1/4" AMPLITUDE.7.ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITIONPRIOR TO PLACING CONCRETE.8.PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUTANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED WITHOUT SEORAPPROVAL. NOTIFY THE SEOR IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THEDRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.9.PIPES EMBEDDED IN CONCRETE:A.CONCRETEa.PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETEEXCEPT WHERE SPECIFICALLY APPROVED BY SEOR.b.NO CONDUITS SHALL BE PLACED IN CONCRETE FILL OVER METAL DECK.c.PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS.d.DO NOT STACK CONDUITS, SPACE EMBEDDED PIPES AND CONDUITS AT A MINIMUM OF 3DIAMETERS CLEAR FROM OTHER EMBEDDED PIPES/CONDUITS AND REBAR.1.REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE AND WITH THEPROVISIONS OF ACI 318-19, ASTM A706, GRADE 60 UNO. ASTM A615 GR 60 STEEL MAY BE SUBSTITUTED FORASTM A706 GR60 STEEL PER ACI 318-19 SECTION 20.2.2.5 PROVIDED THE FOLLOWING CONDITIONS ARE MET:A.THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BYMORE THAN 18,000 PSI.B.THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL YIELD STRENGTH IS NOT LESS THAN1.25.C.WHERE REINFORCEMENT COMPLYING WITH ASTM A615 IS TO BE WELDED, CHEMICAL TESTS SHALL BEPERFORMED TO DETERMINE WELDABILITY IN ACCORDANCE WITH SECTION 26.6.4 OF ACI 318-19.2.BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCINGBAR BENDS SHALL BE MADE COLD.3.WELDED WIRE REINFORCEMENT (WWR), PLAIN OR DEFORMED, SHALL CONFORM TO ASTM A185. WELDEDDEFORMED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A1064. ALL WWR FOR STAIR PANS ANDALL WWR FOR CONCRETE FILL ON METAL DECK TO BE PLAIN WWR. PROVIDE LAPS PER ACI 318-19 SECTION25.5.3 OR 25.5.4 MINIMUM. WWR SHALL BE SUPPORTED ON APPROVED CHAIRS.4.REINFORCING BAR LAP SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTALBARS AT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS.A.MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN CONCRETE SHALL BE PER ACI 318-19SECTION 25.5.2 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.B.MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN MASONRY SHALL BE PERTMS 042-16 SECTION 6.1.6.1.1 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.5.ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION ISMADE. ALL REINFORCING CONFORMING TO DIFFERING ASTM SPECIFICATIONS AND/OR OF DIFFERINGGRADES SHALL BE CLEARLY MARKED TO DIFFERENTIATE THEM FROM OTHER REINFORCING STEEL IFCONCURRENTLY PRESENT ON SITE.6.WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL ENGINEER, IT SHALL BE DONE BY AWSCERTIFIED WELDERS USING E80XX OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TOTHE REQUIREMENTS OF STRUCTURAL WELDING CODE- REINFORCING STEEL", AWS-D1.4-15. REINFORCING BARSTO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706.7.REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE THE CONCRETE ISPLACED AND SHALL BE SECURED AGAINST DISPLACEMENT DURING CONSTRUCTION WITHIN PERMITTEDTOLERANCES. ADEQUATE SUPPORTS ARE ALSO NECESSARY TO KEEP THE REINFORCING STEEL AT THE PROPERDISTANCE FROM THE FORMS. USE WIRE BAR SUPPORTS, PRECAST CONCRETE SUPPORTS, SPACERS, BOLSTERS,REINFORCEMENT OR OTHER MEANS OF SUPPORT PER THE "CRSI MANUAL OF STANDARD PRACTICE", LATESTEDITION.8.REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "CRSI MANUAL OF STANDARD PRACTICEFOR DETAILING REINFORCED CONCRETE STRUCTURES", LATEST EDITION.9.COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THEARCHITECT FOR APPROVAL BY THE SEOR PRIOR TO FABRICATION IN ACCORDANCE WITH THE SPECIFICATIONSAND APPLICABLE CODES. THESE DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OFCONCRETE. THE REINFORCING PLACEMENT DRAWINGS SHALL INCLUDE ALL PRIMARY REINFOREMENT, LAPSPLICES, TIES, DOWELS, HEADED U-DOWELS, EMBED PLATES, ANCHOR BOLTS, ETC. AREAS OF CONGESTIONSHALL BE DETAILED SUFFICIENTLY TO DEMONSTRATE THAT PLACEMENT OF REBAR MEETS SPACINGREQUIREMENTS OF ACI 318-19.10.MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED TO THE INSPECTOR OF RECORD PRIOR TOPLACEMENT OF CONCRETE PER ACI 318-19 SECTION 26.13.2.3 OF THE CODE.11.WHEN REQ'D, INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OFREINFORCING STEEL. INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL,CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDSOR REINFORCING STEEL.12.CONCRETE PROTECTION FOR REINFORCEMENT13.MECHANICAL BAR SPLICE CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-19 SECTION25.5.7 USE OF MECHANICAL CONNECTIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. SPLICESMUST BE TESTED AS INDICATED IN THE CONCRETE REINFORCEMENT SPECIFICATION. ACCEPTABLE PRODUCTSINCLUDE:LENTON STANDARD COUPLERS (IAPMO-ES 0129)LENTON FORM SAVERS, TYPE SA (IAPMO-ES 0129)LENTON WELDABLE HALF COUPLERS (IAPMO-ES 0129)LENTON LOCK COUPLERS PER (IAPMO-ES 0129)NOTE THAT REBAR ATTACHED TO PLATE USING LENTON WELDABLE HALF COUPLERS SHALLBE ASTM A706 PER IAPMO-ES 0129.ALL MECHANICAL BAR SPLICE CONNECTIONS IN SPECIAL STRUCTURAL WALLS, SPECIAL MOMENT FRAMESAND CONCRETE DIAPHRAGMS SHALL BE TYPE 2 CONFORMING TO THE REQUIREMENTS OF ACI 318-19SECTION 18.2.7 & 18.12.7.4THE FOLLOWING MINIMUM CONCRETE COVER SHALL BEPROVIDED FORREINFORCEMENT IN CAST-IN-PLACE CONCRETE(NON-PRESTRESSED):MINIMUM COVER,IN.A. CONCRETE CAST AGAINST AND PERMANENTLYEXPOSED TO EARTH3B. CONCRETE EXPOSED TO EARTH OR WEATHER: NO.6 THROUGH NO. 18 BAR NO.5 BAR, W31 OR D31 WIRE & SMALLER21 12"C. CONCRETE NOT EXPOSED TO WEATHER OR INCONTACT WITH GROUND: SLABS, WALLS, JOISTS: NO.14 AND NO.18 BARS NO.11 BAR & SMALLER BEAMS, COLUMNS: PRIMARY REINFORCEMENT TIES, STIRRUPS,SPIRALS1 12"34"1 12"REINFORCING STEEL CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S103.dwg, S103, Mar 31, 2025 4:34pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-103GENERAL NOTES 1.MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATION FORMASONRY STRUCTURES" (TMS 402-16) PUBLISHED BY THE MASONRY SOCIETY AND WITH CHAPTER 21 OF THE CODE.2.CONCRETE MASONRY UNITS SHALL COMPLY WITH SECTION 2103.1 OF THE CODE AND BE HOLLOW LOADBEARING CONFORMING TO ASTM C90 AND MEET THE FOLLOWING REQUIREMENTS:3.MORTAR SHALL CONFORM TO SECTION 2103.2 OF THE CODE AND ASTM C270 AND HAVE THE FOLLOWING PROPERTIES AND STRENGTHS: SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.4.GROUT SHALL COMPLY WITH SECTION 2103.3 OF THE CODE AND ASTM C476. GROUT SHALL MEET THEFOLLOWING REQUIREMENTS:SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.5.MORTAR AND GROUT COMPONENTS SHALL CONFORM WITH THE FOLLOWING:6.ADMIXTURES SHALL NOT BE USED IN GROUT EXCEPT BY SPECIFIC CONSENT OF SEOR. SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.7.REINFORCING BARS - SEE NOTES UNDER "REINFORCING STEEL" FOR REQUIREMENTS.8.PROVIDE A MINIMUM OF 1/2" CLEAR BETWEEN MAIN REINFORCING AND MASONRY UNITS.9.ALL CELLS SHALL BE GROUTED SOLID.10.DESIGN f'm = 2,000 PSI FOR CMU CONSTRUCTION, TYPICAL. PRISM TESTING SHALL BE PERFORMED AS PER THEREQUIREMENTS OF PROJECT SPECIFICATIONS. SEE ALSO NOTES UNDER "TEST AND INSPECTION REQUIREMENTS"FOR REQUIREMENTS.11.USE RUNNING BOND PATTERN UNO BY ARCHITECT. USE OPEN ENDED UNITS FOR STACKED BOND PATTERN.12.USE OF "HIGH-LIFT" GROUT CONSTRUCTION IS SUBJECT TO APPROVAL BY SEOR AND JURISDICTION. MAXGROUT LIFT HEIGHT SHALL BE 5'-4" IN ACCORDANCE WITH TMS 602-16 ARTICLE 3.5D. GROUT LIFT HEIGHT MAYBE INCREASED TO 12'-8" IF THE FOLLOWING CONDITIONS ARE MET:A.MASONRY HAS CURED FOR AT LEAST 4 HOURSB.GROUT SLUMP IS MAINTAINED BETWEEEN 10" - 11"C.NO BOND BEAMS OCCUR BETWEEN TOP AND BOTTOM OF POUR HEIGHTD.CLEANOUTS ARE PROVIDED AT 32" MAX OC FOR CLEANING AND INSPECTION PRIOR TO GROUTINGPER TMS 602-16 ARTICLE 3.2F.13.CONSOLIDATE GROUT AT TIME OF PLACEMENT USING MECHANICAL VIBRATION OR USE A SELFCONSOLIDATING GROUT14.EMBEDDED PIPES AND CONDUITSA.CONDUITS, PIPES AND SLEEVES MAY BE EMBEDDED IN MASONRY ONLY IF COMPLYING WITH THEFOLLOWING REQUIREMENTS:a.THEY SHALL BE SPACED NO CLOSER THAN 3 DIAMETERS ON CENTERb.THE MAXIMUM AREA OF VERTICAL PIPES, CONDUITS, OR SLEEVES PLACED IN MASONRYCOLUMNS OR PILASTERS SHALL NOT EXCEED 2 PERCENT OF THE CROSS SECTIONc.THE MAXIMUM NUMBER OF PIPES ALLOWED IN A CELL FOR WALLS IS THE FOLLOWING:d.WRAP PIPES AND FITTINGS WITH 14" FOAM TAPE MIN.B.PIPES SHALL NOT BE EMBEDDED IN MASONRY WHEN:a.CONTAINING LIQUID GAS OR VAPORS AT TEMPERATURES HIGHER THAN 150° Fb.UNDER PRESSURE IN EXCESS OF 55 PSIc.CONTAINING WATER OR OTHER LIQUIDS SUBJECT TO FREEZINGC.ALUMINUM PIPES SHALL NOT BE EMBEDDED IN CMU15.ALL INTERIOR EXPOSED CORNERS TO BE BULL NOSE BLOCK PROFILE, NOT REQUIRED AT EXTERIOR OR SPLICEFACE CONDTIONS, FIELD GRIND CORNERS TO ACCEPTED.16.MASONRY SHALL BE TESTED USING PRISMS ________________.COMPONENTASTMNOTESSANDASTM C144LIMEASTM C207PORTLAND CEMENTASTM C150TYPE I or II, LOW ALKALI, < 6 MONTHS OLDPEA GRAVELASTM C301MASONRYWALL DESIGN STRENGTHNET AREA COMPRESSIVE STRENGTH OFCONCRETE MASONRY UNITSDENSITYf'm = 2,000 PSI2,000 PSI MINIMUMMEDIUM WIEGHTf'm = 2,500 PSI3,250 PSI MINIMUMMEDIUM WIEGHTWALL DESIGN STRENGTHMORTAR TYPEMORTAR 28 DAY COMPRESSIVE STRENGTHf'm = 2,000 PSIS2,000 PSI MINIMUMf'm = 2,500 PSIM2,500 PSI MINIMUMWALL DESIGN STRENGTHCOMPRESSIVESTRENGTHGROUT 28 DAY MIX DESIGNf'm = 2,000 PSI2,000 PSI3 PARTS SAND2 PARTS PEA GRAVEL1 PART PORTLAND CEMENT8-11 INCH SLUMPf'm = 2,500 PSI-SUBMIT MIX DESIGNWALL THICKNESSREINFORCED CELLUN-REINFORECED CELL8"(2) 12" Ø(1) 34" Ø(3) 12" Ø(2) 34" Ø(1) 1" Ø12"(4) 12" Ø(3) 34" Ø(2) 1" Ø(1) 1 14" Ø(5) 12" Ø(4) 34" Ø(3) 1" Ø(2) 1 14" Ø1.FRAMING LUMBER SHALL MEET THE FOLLOWING MINIMUM STANDARDS EXCEPT WHERE OTHERWISE NOTED: 2.FLOOR JOISTS SHALL BE GRADE STAMPED “S-DRY” WHICH INDICATES A MOISTURE CONTENT NOT EXCEEDING19 PERCENT.3.ALL SOLE PLATES AND TOP PLATES SHALL BE GRADE STAMPED “KD” WHICH INDICATES KILN DRIED WITH AMOISTURE CONTENT NOT EXCEEDING 15 PERCENT AT BUILDINGS WITH 4 OR MORE STORIES.4.STUD WALLS SHOWN ON PLANS ARE NONBEARING PARTITIONS WALLS, BEARING WALLS OR SHEAR WALLSBELOW THE FRAMING LEVEL, UNLESS NOTED OTHERWISE. STUDS SHALL BE SIZE AND SPACING AS NOTED IN THEDRAWINGS, SEE PLANS AND ARCHITECTURAL DRAWINGS. UNLESS OTHERWISE NOTED.5.MINIMUM FRAMING NAILING SHALL CONFORM TO CBC TABLE 2304.10.2. ALL NAILS SHALL BE COMMON WIRENAILS. PREDRILL NAIL HOLES TO 70% OF NAIL SHANK DIAMETER WHERE NAILING TENDS TO SPILT WOOD.6.UNLESS OTHERWISE NOTED, ALL WOOD SILL PLATES UNDER BEARING, EXTERIOR, OR SHEAR WALLS IN CONTACTWITH CONCRETE OR MASONRY SHALL BE BOLTED TO THE CONCRETE OR MASONRY WITH 5/8” Ø X 12” BOLTSW/ 0.229" X 3" X 3" PLATE WASHER (GALV) AT 4'-O”' O.C. BEGINNING AT 9" O.C. MAXIMUM FROM EACH ENDOF THE PLATES. THE BOLTS SHALL EXTEND A MINIMUM OF 7” INTO THE CONCRETE OR MASONRY. (POWDERDRIVEN PINS AT 1/3 OF THE BOLT SPACING OR 24” O.C. MAXIMUM MAY BE SUBSTITUTED FOR THE ANCHORBOLTS AT INTERIOR NON-SHEAR WALLS ONLY).7.PRESERVATIVE TREATMENT:A.WOOD MEMBERS SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH AITC 109-07, STANDARD FORPRESERVATIVE TREATMENT, BASED ON THE SERVICE CONDITION PER THE USE CATEGORIES (UC#)SPECIFIED IN AWPA U1-20.a.UC1 - INTERIOR CONSTRUCTION, ABOVE GROUND, DRY - NO PRESERVATIVE TREATMENT REQUIRED.b.UC2 - INTERIOR CONSTRUCTION, ABOVE GROUND, WET - PRESERVATIVE TREATMENT REQUIRED IFTHE HUMIDITY OR MOISTURE CONDENSATION IS 20% OR GREATER.c.UC3 - EXTERIOR CONSTRUCTION ABOVE GROUND - PRESERVATIVE TREATMENT REQUIRED.B.FOR ALL TREATED WOOD MEMBERS, ALL CUTS, HOLES OR INJURIES SUCH AS ABRASIONS OR HOLES FROMREMOVAL NAILS AND SPIKES WHICH MAY PENETRATE THE TREATED ZONE SHALL BE FIELD TREATED INACCORDANCE WITH AWPA M4-15. THE FOLLOWING FILED TREATMENTS SHALL BE USED:a.BORED HOLES: HOLES FOR CONNECTORS OR BOLTS MAY BE TREATED BY PUMPING COAL TARROOFING CEMENT MEETING ASTM D5643 INTO HOLES USING A GREASE GUN OR SIMILAR DEVICE.b.EXTERIOR: COPPER NAPHTHENATE.c.INTERIOR: INORGANIC BORON PRESERVATIVES LIMITED TO USE IN APPLICATIONS NOT IN CONTACTWITH GROUND AND CONTINUOUSLY PROTECTED FROM LIQUID WATER.C.ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED LUMBER WITH AWPA TREATMENTC2 USING EITHER ALKALINE QUAT (ACQ TYPE B AND D), COPPER AZOLE (CBA-A, CA-B), OR SODIUMBORATES (SBX). ANCHOR BOLTS, FASTENERS, AND METAL FRAMING CONNECTORS IN CONTACT WITHPRESSURE TREATED LUMBER SHALL BE HOT-DIPPED GALVANIZED TO A RATING OF G-185 PER ASTM A653.8.PROVIDE 2 STUDS UNDER ALL 4 X 10 AND LARGER BEAMS OR HEADERS AT SPANS 6 FEET OR LONGER, UNLESSOTHERWISE NOTED. WHERE POSTS OR MULTIPLE STUDS UNDER BEAMS OR HEADERS ARE CALLED FOR ONDRAWINGS THOSE POSTS OR MULTIPLE STUDS SHALL BE CARRIED TO THE FOUNDATION/PODIUM LEVEL.9.PROVIDE THE FOLLOWING BLOCKING AS A MINIMUM, UNLESS SHOWN OTHERWISE:2x FULL DEPTH SOLID BLOCKING BETWEEN JOISTS OVER SUPPORT.2x FULL DEPTH SOLID BLOCKING BETWEEN JOISTS OVER AND BELOW PARTITION WALLS.10.DOUBLE JOISTS UNDER PARTITIONS RUNNING PARALLEL TO JOISTS, UNLESS SUPPORTED BY A WALL BELOW ORSHOWN OTHERWISE. NAIL DOUBLED JOISTS WITH 16d AT 12” O.C., STAGGERED.11.BRIDGING SHALL BE 2 X SOLID BLOCKS, INSTALLED AS FOLLOWS:ROOF JOISTS MORE THAN 10" DEPTH, 8'-O” O.C. MAXIMUM, NOT MORE THAN 8'-0' FROM SUPPORT.FLOOR JOISTS MORE THAN 10” DEPTH, 8'-O” O.C. MAXIMUM, NOT MORE THAN 8'-0' FROM SUPPORT.12.JOIST HANGERS AND OTHER METAL FRAMING ACCESSORIES ARE REFERRED TO ON PLANS BY PARTICULARTYPE AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, STOCKTON, CALIFORNIA. ACCESSORIES OFOTHER MANUFACTURES WITH EQUIVALENT LOAD CARRYING CHARACTERISTICS MAY BE USED WITH APPROVALBY SEOR.13.FIRE STOPPING, BACKING FOR INTERIOR FINISHES, NONBEARING WALLS, AND OTHER NON-STRUCTURALFRAMING ARE NOT NECESSARILY SHOWN ON STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS.SAWN LUMBER PROPERTIESUSESIZESPECIESGRADEREFERENCEMUDSILLS2x4D.F.STANDARD OR BETTERPRESSURE TREATED2022 CBC2303.1.92x6 AND LARGERD.F.NO. 2 OR BETTERPRESSURE TREATED2xREDWOODFOUNDATION GRADEHORIZONTAL FRAMING LUMBERROOF JOISTS AND RAFTERS2xD.F.NO. 2WCLIB &WWPAFLOOR JOISTS2xD.F.NO. 2HEADERS AND BEAMS4xD.F.NO. 2ANY OTHER HORIZONTAL4x4 AND SMALLERD.F.NO. 26x6 AND LARGERD.F.NO. 1VERTICAL FRAMING LUMBERTOP PLATES2xD.F.NO. 2WCLIB &WWPASTUDS2x4 & 3x4D.F.STUD2x6 & 2x8D.F.NO. 2POSTS4x4 & 4x6 POSTSD.F.NO. 26x6 & LARGER POSTSD.F.NO. 1ALL OTHER FRAMING LUMBERALL OTHER FRAMING LUMBER,UNOALL SIZESD.F.STANDARD & BETTERWCLIB &WWPASAWN LUMBERGENERAL:USE ALL SPECIFIED FASTENERS AS SPECIFIED ON PLANS. IF NOT INDICATED ON PLANS PROVIDE FASTENERS PER MFR'SAPPROVED ICC-ESR REPORT OR PRODUCT LITERATUREHOLDOWNS:1.DO NOT OVER TIGHTEN NUTS ON TIE-DOWN ANCHOR RODS OR BOLTS. TIGHTEN ANCHOR ROD NUTSONE-THIRD TO ONE HALF TURN BEYOND FINGER TIGHT2.INSTALL ALL HOLDOWNS TIGHT TO END STUDS/POST, DO NOT USE FILLER BLOCKS. FOR MISALIGNED ANCHORBOLTS, EXTEND THE ANCHOR ROD AT A 1:6 (HORIZ/VERT) USING A COUPLER WITH EQUIVALENT ANCHOR RODAND INSTALL THE HOLDOWN HIGHER ON END STUD / POST3.FOR HOLDOWNS THAT BOLT TO END POSTS, INSTALL THE HEAD OF THE BOLT TO THE BRACKET SIDE, AND ONTHE SIDE OPPOSITE THE BRACKET, INSTALL A WASHER BETWEEN THE NUT AND THE STUD / POSTSTIE DOWN & COLLECTOR STRAPS:1.TIE DOWN AND COLLECTOR STRAPS SHALL BE INSTALLED STRAIGHT AND TRUE. DO NOT FOLD, BEND, KINK OROTHERWISE ALTER CONNECTOR STRAPS2.INSTALL TIE DOWN STRAPS DIRECT TO POST IN LIEU OF OVER SHEATHING. STRAPS MAY BE INSTALLED ON THEUNSHEATHED SIDE OF THE END STUDS / POSTSHARDWARE AND CONNECTORS1.WOOD STRUCTURAL PANELS SHALL MEET THE FOLLOWING MINIMUM STANDARDS EXCEPT WHERE OTHERWISENOTED: TABLE NOTES:A.WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS FOR THEIR TYPE INACCORDANCE WITH THE FOLLOWING VOLUNTARY STANDARDS BY THE ENGINEERED WOODASSOCIATION (APA):a.VOLUNTARY PRODUCT STANDARD, STRUCTURAL PLYWOOD, PS 1-09b.VOLUNTARY PRODUCT STANDARD, PERFORMANCE STANDARD FOR WOOD-BASEDSTRUCTURAL-USE PANELS, PS 2-10B.WOOD STRUCTURAL PANELS SHALL BE IDENTIFIED BY THE APA TRADEMARK INDICATINGCONFORMANCE TO THE APPLICABLE VOLUNTARY STANDARDC.WHERE PANELS ARE EXPOSED TO REPEATED WETTING AND REDRYING, LONG-TERM EXPOSURE TOWEATHER, OR CONDTIONS OF SIMILAR SEVERITY, "EXTERIOR" APA RATED PLYWOOD SHEATHING SHALLBE USED. C-D “EXPOSURE 1" APA RATED PLYWOOD SHEATHING (CDX) SHALL NOT BE USED FORCONDITIONS INVOLVING LONG-TERM EXPOSURE TO WEATHER.a.EXCEPTION: WOOD STRUCTURAL PANEL ROOF SHEATHING EXPOSED TO THE OUTDOORS ON THEUNDERSIDE IS PERMITTED TO BE "EXPOSURE 1" TYPE.b.WOOD STRUCTURAL PANELS TO BE USED AS SIDING SHALL COMPLY WITH ANSI/APA PRP-210.D.ORIENTED STRAND BOARD (OSB) WITH EQUIVALENT CLASSIFICATION AND RATINGS MAY BE USED IN LIEUOF PLYWOOD FOR WOOD STRUCTURAL PANEL WALL SHEATHING.2.TRANSPORTATION, STORAGE, AND HANDLING:A.TRANSPORTATIONa.IN TRANSPORTING PANELS ON OPEN TRUCK BEDS, COVER THE BUNDLES WITH A TARP.B.STORAGEa.ALWAYS STORE THE PANELS UNDER COVER WHENEVER POSSIBLEb.WHEN STORING PANELS OUTSIDE STACK THEM ON A LEVEL SURFACE ON TOP OF STRINGERS OROTHER BLOCKING, THREE STRINGERS MINIMUM.c.NEVER LEAVE PANELS IN CONTACT WITH THE GROUNDd.COVER THE STACK WITH A PLASTIC TARP, ENSURING THAT THE BUNDLE IS WELL VENTILATED TOPREVENT MILDEW.e.IF MOISTURE ABSORPTION IS EXPECTED, CUT THE STEEL BAND TO PREVENT DAMAGEf.KEEP SANDED OR OTHER APPEARANCE GRADE PANELS AWAY FROM HIGH TRAFFIC AREASC.HANDLINGa.ALWAYS PROTECT ENDS AND EDGES, ESPECIALLY TONGUE AND GROOVE PRODUCTS, FROMPHYSICAL DAMAGE.b.ACCLIMATIZE THE PANELS FOR 24 HOURS MINIMUM BEFORE INSTALLATION BY STANDING THEPANELS ON EDGE WITH A GAP BETWEEN EACH TO ALLOW FOR AIR CIRCULATION OR PERMANUFACTURER'S RECOMMENDATIONS.3.PLYWOOD ORIENTATIONA.ROOF AND FLOOR SHEATHING SHALL BE LAID WITH THE GRAIN OF THE OUTER PILES PERPENDICULAR TOTHE FRAMING MEMBERS, SHALL BE CONTINUOUS OVER 2 JOIST BAYS MINIMUM AND END JOINTS SHALLBE JOINED OVER FRAMING AND STAGGERED. LEAVE A 18" GAP BETWEEN PANELS TO ALLOW FOR PANELEXPANSION UNLESS RECOMMENDED OTHERWISE BY THE PANEL MANUF. REFER TO SPECIFIC DETAILS INTHE DRAWINGS FOR FURTHER PARAMETERS.B.PLYWOOD OR OSB WALL SHEATHING MAY BE APPLIED VERTICALLY OR HORIZONTALLY. ALL END JOINTSBE JOINED OVER FRAMING AND STAGGERED.4.BLOCKING:A.ROOF: ALL ROOF SHEATHING SHALL BE BLOCKED UNLESS SPECIFICALLY ALLOWED ON PLANS. WHEREPERMITTED TO BE UNBLOCKED, ALL UNBLOCKED EDGES SHALL BE TONGUE AND GROOVE.B.ALL FLOOR SHEATHING SHALL BE BLOCKED UNLESS SPECIFICALLY ALLOWED ON PLANS. WHEREPERMITTED TO BE UNBLOCKED, ALL UNBLOCKED EDGES SHALL BE TONGUE AND GROOVE.C.WALLS: ALL SHEAR WALLS SHALL BE FULLY BLOCKED AT PLYWOOD EDGES.5.FASTENERSA.USE SHEATHING NAILS SAME GAUGE AS COMMON WIRE NAILS WITH LENGTHS AT LEAST EQUAL TOSHEATHING THICKNESS PLUS REQUIRED PENETRAT ION PER AWS SDPWS TABLE 4.2A OR 4.3A (AS REQUIRED).B.EQUIVALENT PNEUMATIC DRIVE NAILS MAY BE USED IF FASTENER MANUFACTURER HAS RECEIVED ICCOR IAPMO APPROVAL FOR THE INTENDED US. FASTENERS TO BE SUBSTITUTED SHALL BE EQUIVALENT INLATERAL AND WITHDRAWAL STRENGTH TO THE SIZE OF COMMON NAIL SPECIFIED.C.USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION FOR EACHPROJECT AND THE APPROVAL BY THE PROJECT ARCHITECT OR STRUCTURAL ENGINEER. THE APPROVALIS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE APPROVEDIN 5/16” PLYWOOD OR OSB SHEATHING. IF NAIL HEADS PENETRATE THE OUTER PLY MORE T HAN WOULDBE NORMAL FOR A HAND HAMMER OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOTMAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY.D.TYPICAL NAILING SHALL BE 10d AT 6” O.C. AT ALL SUPPORTED EDGES AND OVER SHEAR WALLS, AND10D AT 12” O.C. AT ALL INTERMEDIATE SUPPORTS, UNLESS OTHERWISE NOTED, SEE PLANS AND REFER TOSHEAR WALL SCHEDULE.WOOD STRUCTURAL PANELS (SHEATHING)WOOD STRUCTURAL PANEL PROPERTIESUSEPLYBONDCLASSIFICATION CSHEATHINGGRADEPERFORMANCERATINGSPAN RATINGRATING BREFERENCE AROOF5EXPOSURE 1REFER TO TYPICAL DIAPHRAGM SCHEDULEAPA2022 CBC2303.1.5(DOC PS 1-19OR PS 2-18)FLOOR5EXPOSURE 1APAWALL D5EXPOSURE 1REFER TO TYPICAL SHEAR WALL SCHEDULEAPASTRUCTURAL GLUED LAMINATED TIMBER PROPERTIES CUSECOMBINATIONSYBMOLSPECIESOUTER/CORERATING BAPPEARANCEREFERENCE ASIMPLE SPAN24F-V4DF/DFAITC ORAPA-EWSSEE NOTE D2022 CBC 2303.1.3(AITC/ANSI 190.1-07OR ANSI 190.1-12AND ASTM D3737)CANTILEVER OR MULTI- SPAN/CONTINUOUS24F-V8DF/DFAITC ORAPA-EWSSEE NOTE D1.STRUCTURAL GLUED LAMINATED TIMBER SHALL MEET THE FOLLOWING MINIMUM STANDARDS EXCEPT WHEREOTHERWISE NOTED: TABLE NOTES:A.GLUED LAMINATED MEMBERS SHALL BE MANUFACTURED AS REQUIRED IN ASTM D 3737 AND EITHER OFTHE FOLLOWING STANDARDS:a.ANSI 117-15 (CODE REFERENCED)b.ANSI 190.1-22 (CURRENT STANDARD)B.STRUCTURAL GLUED LAMINATED TIMBERS SHALL BE IDENTIFIED WITH A STAMP BEARING THE AITC QUALITYMARK OR AWA-EPS TRADEMARK. PLACE STAMPS ON SURFACES THAT WILL NOT BE EXPOSED TO VIEW INTHE COMPLETED STRUCTURE. SUBMIT CERTIFICATES OF CONFORMANCE INDICATING THAT THE GLULAMMEMBERS CONFORM TO THE REQUIREMENTS OF ANSIC.REFER TO GENERAL WOOD NOTES FOR PRESERVATIVE TREATMENT.D.STRUCTURAL GLUED LAMINATED MEMBERS SHALL BE OF THE FOLLOWING APPEARANCE GRADES:a.INDUSTRIAL: TYPICAL EXPOSURE FOR MEMBERS NOT EXPOSED TO VIEW IN THE COMPLETEDWORK.b.ARCHITECTURAL: EXPOSURE FOR MEMBERS EXPOSED TO VIEW IN THE COMPLETED WORK.c.PREMIUM: EXPOSURE FOR SPECIFIC EXPOSED MEMBERS AS INDICATED ON THE DRAWINGS.2.ADHESIVES USED IN THE GLULAM MANUFACTURING PROCESS SHALL CONFORM TO ANSI 405-18 (PREVIOUSLYAITC 405), STANDARD FOR ADHESIVES FOR USE IN STRUCTURAL GLUED LAMINATED TIMBER. ADHESIVES SHALLBE A WET-USE ADHESIVE MEETING THE REQUIREMENTS OF ASTM D5229.3.MEMBERS SHALL HAVE A SEALER ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AFTERFABRICATION. END SEAL EACH END OF THE MEMBER IMMEDIATELY AFTER CUTTING.4.PROVIDE CAMBER AS INDICATED ON THE DRAWINGS.5.TRANSPORTATION, STORAGE, AND HANDLING:A.REFER TO AITC 111-05, RECOMMENDED PRACTICE FOR PROTECTION OF STRUCTURAL GLUEDLAMINATED TIMBER DURING TRANSIT, STORAGE AND ERECTION.a.LOAD WRAP OR BUNDLE WRAP INDUSTRIAL APPEARANCE GRADE MEMBERS. ARCHITECTURALOR PREMIUM GRADE MEMBERS SHALL BE WRAPPED INDIVIDUALLY AND REMAIN UNTILPROTECTION IS NO LONGER REQUIRED FROM WEATHER, SUNLIGHT, SOILING, AND/OR OTHERTRADES. SLIT UNDERSIDE OF WRAPPINGS TO PREVENT ACCUMULATION OF MOISTURE.B.STORAGE:a.STORE GLULAM MEMBERS ON A FLAT SURFACE AT LEAST 6" ABOVE THE GROUND. PLACESUPPORTS CLOSE ENOUGH TOGETHER TO PREVENT NOTICEABLE DEFLECTIONS.STRUCTURAL GLUED LAMINATED TIMBER1.STRUCTURAL COMPOSITE LUMBER SHALL HAVE STRUCTURAL CAPACITIES AND DESIGN PROVISIONSESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D5456 PER CODE SECTION 2303.1.102.STRUCTURAL COMPOSITE LUMBER SHALL BE IDENTIFIED WITH THE MANUFACTURER'S NAME AND/OR LOGO, THENAME AND OR LOGO OF THE INSPECTION AGENCY (PFS CORP , INTERTEK,OR APA-EWS) AND THEEVALUATION REPORT NUMBER, THE PLANT NUMBER, PRODUCT DESIGNATION OR TYPE, PRODUCTION DATE,AND GRADE.3.INSTALLATION, FABRICATION, IDENTIFICATION AND CONNECTION DETAILS SHALL BE IN ACCORDANCE WITHTHE APPLICABLE ICC REPORT.4.LAMINATED VENEER LUMBER (LVL)A.LAMINATED VENEER LUMBER SHALL BE ONE OF THE FOLLWING:a.MICROLLAM LAMINATED VENEER LUMBER GRADE 2.0E-2750Fb WS, MANUFACTURED BYWEYERHAEUSER IN ACCORDANCE WITH ICC-ESR 1387.b.REDLAM LAMINATED VENEER LUMBER GRADE 2.0E DF/LP/WH, MANUFACTURED BY REDBUILT INACCORDANCE WITH ICC-ESR 2993.B.IDENTIFICATION: IN ADDITION TO THE IDENTIFICATION LISTED FOR STRUCTURAL COMPOSITE LUMBERABOVE, LVL SHALL BE IDENTIFIED WITH THE SPECIES OR SPECIES GROUP.5.PARALLEL STRAND LUMBER (PSL)A.PARALLEL STRAND LUMBER SHALL BE PARALLAM PARALLEL STRAND LUMBER GRADE 2.0E DF,MANUFACTURED BY WEYERHAEUSER IN ACCORDANCE WITH ICC-ESR 1387.6.LAMINATED STRAND LUMBER (LSL)A.LAMINATED STRAND LUMBER SHALL BE TIMBERSTRAND LAMINATED STRAND LUMBER GRADE 1.55E,MANUFACTURED BY WEYERHAEUSER IN ACCORDANCE WITH ICC-ESR 1387.7.PRODUCTS FROM OTHER MANUFACTURER'S MAY BE USED WITH EQUAL OR GREATER CAPACITIES. REQUESTSFOR PRODUCT SUBSTITUTION SHALL FOLLOW THE REQUIREMENTS LISTED IN THE SUBMITTALS SECTION.STRUCTURAL COMPOSITE LUMBERPOST-INSTALLED ANCHORS IN CONCRETE / MASONRY1.POST-INSTALLED ANCHOR CAPACITIES IN CONCRETE SHALL BE DETERMINED PER SECTION 1901.3 OF THECODE AND ACI 318-19 CHAPTER 17 USING STRENGTH DESIGN.2.POST INSTALLED ANCHORS IN CONCRETE AND MASONRY SHALL BE PREQUALIFIED FOR SEISMIC APPLICATIONSIN ACCORDANCE WITH THE FOLLOWING INSTALLATION OF POST-INSTALLED ANCHORS SHALL BE INACCORDANCE WITH THE LISTED APPLICABLE ICC EVALUATION REPORT. **LIMITATIONS OF USE OF POWER ACTUATED FASTENERS:PER SECTION 13.4.5 OF ASCE 7-16 POWER ACTUATED FASTENERS IN CONCRETE OR STEEL SHALL NOT BE USEDFOR SUSTAINED TENSION LOADS OR FOR BRACE APPLICATIONS IN SEISMIC UNLESS APPROVED FOR SEISMICLOADING. POWER ACTUATED FASTENERS IN MASONRY SHALL NOT BE PERMITTED UNLESS APPROVED FORSEISMIC LOADING.EXCEPTION: POWER ACTUATED FASTENERS IN CONCRETE USED FOR SUPPORT OF ACOUSTICAL TILE OR LAY-IN PANEL SUSPENDED CEILING APPLICATIONS AND DISTRIBUTED SYSTEMS WHERE THE SERVICE LOAD ONANY INDIVIDUAL FASTENER DOES NOT EXCEED 90 LB.3.EXPANSION ANCHOR EMBEDMENTS IN THE DRAWINGS ARE MINIMUM "EFFECTIVE EMBEDMENTS" (hef) ASSHOWN IN THE ICC REPORT CORRESPONDING TO THE ANCHOR.4.LOCATE ALL EXISTING REINFORCEMENT BY NON-DESTRUCTIVE MEANS (X-RAY, PACOMETER, GPR, ETC.) PRIORTO DRILLING OR INSTALLING POST-INSTALLED ANCHORS. COORDINATE POST-INSTALLED ANCHOR LOCATIONSWITH LOCATIONS OF EXISTING REINFORCEMENT. DO NOT CUT OR DAMAGE EXISTING REINFORCEMENT.5.ALL POST-INSTALLED ANCHORS USED IN DRY INTERIOR CONDITIONS SHALL BE CARBON STEEL, U.N.O6.ALL POST-INSTALLED ANCHORS USED AT EXTERIOR CONDITIONS, EXPOSED TO THE ELEMENTS, OR USED IN ADAMP ENVIRONMENT (I.E. KITCHENS) SHALL BE STAINLESS STEEL, U.N.O.7.WHERE POST-INSTALLED MECHANICAL ANCHORS ARE USED FOR NON-VIBRATION ISOLATED MECHANICALEQUIPMENT RATED OVER 10 HP, THEY SHALL BE QUALIFIED IN ACCORDANCE WITH ACI 355.2.8.IF THE CONCRETE CRACKS DURING THE INSTALLATION OF AN ANCHOR, THE ANCHOR SHALL BE REMOVED ORABANDONED. FOR ABANDONED ANCHORS AND ABANDONED ANCHOR HOLES:A.FILL ALL EMPTY ABANDONED ANCHOR HOLES WITH A DRY-PACK MORTAR.B.FOR ABANDONED EXPANSION ANCHORS WHICH CANNOT BE REMOVED WITHOUT DAMAGING THESUBSTRATE, CUT/BURN OFF THE END OF THE BOLT FLUSH WITH THE FACE OF CONCRETE/MASONRYAND THEN DRIVE ABANDONED ANCHOR TO BOTTOM OF HOLE. FILL REMAINDER OF HOLE WITH ADRY-PACK MORTAR.C.FOR ABANDONED ADHESIVE OR UNDERCUT ANCHORS WHICH CANNOT BE REMOVED WITHOUTDAMAGING THE SUBSTRATE, BURN OFF THE END OF THE BOLT/ROD 1" BELOW THE SURFACE OFCONCRETE/MASONRY AND FILL REMAINDER OF HOLE WITH A DRY-PACK MORTAR.D.ABANDONED ANCHOR HOLES (WHETHER FILLED WITH DRY-PACK OR CONTAINING ABANDONEDANCHORS) MAY NOT BE LOCATED ANY CLOSER THAN 3x DIAMETER CENTER-TO-CENTER TO ANYANCHOR IN SERVICE. ANCHORS NOT MEETING THIS MINIMUM SPACING MAY HAVE REDUCEDCAPACITY AND SHALL BE REVIEWED WITH THE SEOR.SUBSTRATEMATERIALANCHOR TYPEANCHOR PRODUCTICC EVALUATIONREPORTACCEPTANCECRITERIACONCRETEEXPANSION ANCHORSSIMPSON STRONGBOLT 2ICC ESR-3037AC193CMUEXPANSION ANCHORSSIMPSON STRONGBOLT 2IAPMO ES ER 240AC01 OR AC106CONCRETESCREW ANCHORSIMPSON TITEN HDICC ESR-2713AC193CMUSCREW ANCHORSIMPSON TITEN HDICC ESR-1056AC106CONCRETEADHESIVE ANCHORSSIMPSON SET-XP 3GICC ESR-4057AC193CMUADHESIVE ANCHORSIMPSON SET-XPIAPMO ES ER 265AC58CONCRETEPOWER ACTUATEDFASTENER**SIMPSON PDPAWICC ESR-2138AC70 CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S104.dwg, S104, Mar 31, 2025 4:31pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-104GENERAL NOTES & SPECIAL INSPECTIONS & TESTS 1.CONDUCT TESTING OF POST- INSTALLED ANCHORS PER SECTION 1901.3.4 OF THE CODE.2.WHERE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS OR APPLICABLE ICC-ES EVALUATION SERVICESREPORT CALL FOR THE APPLICATION OF AN INSTALLATION TORQUE, THE SPECIFIED TORQUE SHALL BE APPLIEDWITH A CALIBRATED TORQUE WRENCH. THE SPECIFIED INSTALLATION TORQUE SHALL NOT BE EXCEEDED.3.THE SPECIAL INSPECTOR SHALL BE ON THE JOBSITE DURING ANCHOR INSTALLATIONS AS REQUIRED PERCHAPTER 17 OF THE CODE, UNLESS OTHERWISE NOTED IN ICC-ES ESR, TO VERIFY ANCHOR, ANCHORDIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, HOLE DIMENSIONS, ANCHOR SPACING,EDGE DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT, AND INSTALLATION TORQUE.4.TEST LOAD: REQUIRED TEST LOADS SHALL BE DETERMINED BY ONE OF THE FOLLOWING METHODS:A.TWICE THE MAXIMUM ALLOWABLE TENSION LOAD OR ONE AND A QUARTER (1 1/4) TIMES THEMAXIMUM DESIGN STRENGTH PROVIDED BY THE ICC REPORT OR DETERMINED PER ACI 318. THE TENSIONTEST LOAD NEED NOT TO EXCEED 80 PERCENT OF THE NOMINAL YIELD STRENGTH OF THE ANCHOR (0.8As Fy). SEE STRUCTURAL DETAILS FOR DESIGN-BASED TENSION TEST LOADS FOR ADHESIVE ANCHORS.B.THE MANUFACTURER'S RECOMMENDED INSTALLATION TORQUE AS APPROVED BY THE ICC REPORT.5.TENSION OR TORQUE TESTING OF POST-INSTALLED ANCHORS SHALL BE DONE IN THE PRESENCE OF THESPECIAL INSPECTOR AND A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO THE IOR AND ENFORCEMENTAGENCY.6.THE SPECIAL INSPECTOR SHALL SELECT ANCHORS FOR TESTING AT RANDOM.7.TEST FREQUENCY:APPLICATIONQUANTITYSTRUCTURAL100% OF BOLTSNON-STRUCTURAL 50%; ALTERNATE BOLTS IN A GROUP(SUCH AS EQUIPMENT ANCHORAGE)(TEST AT LEAST HALF OF THE ANCHORS IN GROUP)SILL PLATE BOLTING10% OF BOLTSEXCEPTIONS:A.UNDERCUT ANCHORS THAT ALLOW VISUAL CONFIRMATION OF FULL SET SHALL NOT REQUIRE TESTING.B.WHERE THE FACTORED DESIGN TENSION ON ANCHORS IS LESS THAN 100 LBS AND THOSE ANCHORS ARECLEARLY NOTED ON THE APPROVED CONSTRUCTION DOCUMENTS.C.WHERE ADHESIVE ANCHOR SYSTEMS ARE USED TO INSTALL REINFORCING DOWEL BARS IN HARDENEDCONCRETE, ONLY 25 PERCENT OF THE DOWELS SHALL BE TESTED IF ALL OF THE FOLLOWING CONDITIONSARE MET:·THE DOWELS ARE USED EXCLUSIVELY TO TRANSMIT SHEAR FORCES ACROSS JOINTS BETWEENEXISTING AND NEW CONCRETE.·THE NUMBER OF DOWELS IN ANY ONE MEMBER EQUALS OR EXCEEDS 12.·THE DOWELS ARE UNIFORMLY DISTRIBUTED ACROSS SEISMIC FORCE RESISTING MEMBERS (SUCH ASSHEAR WALLS, COLLECTORS, AND DIAPHRAGMS).D.TESTING OF SHEAR DOWELS ACROSS COLD JOINTS IN SLAB ON GRADE, WHERE THE SLAB IS NOT PART OFTHE LATERAL FORCE-RESISTING SYSTEM SHALL NOT BE REQUIRED.E.TESTING IS NOT REQUIRED FOR POWER ACTUATED FASTENERS USED TO ATTACH TRACKS OF INTERIORNON-SHEAR WALL PARTITIONS FOR SHEAR ONLY, WHERE THERE ARE AT LEAST THREE FASTENERS PERSEGMENT OF TRACK.8.TEST METHODS: TEST LOADS MAY BE APPLIED BY ANY METHOD THAT WILL EFFECTIVELY TRANSMIT AMEASURABLE TENSION LOAD TO THE ANCHOR. ACCEPTABLE METHODS INCLUDE:A.USE OF HYDRAULIC JACK, WHEREBY EITHER UNCONFINED OR CONFINED TESTING SHALL BE ACCEPTABLE;B.USE OF CALIBRATED SPRING LOADED DEVICES; ORC.USE OF A CALIBRATED TORQUE WRENCH FOR TORQUE-CONTROLLED EXPANSION ANCHORS.9.TEST ACCEPTANCE CRITERIA: ACCEPTANCE CRITERIA FOR POST-INSTALLED ANCHORS SHALL BE BASED ON THEICC REPORT OR MANUFACTURER'S WRITTEN INSTRUCTION AS ACCEPTABLE TO OSHPD. FIELD TESTS SHALLSATISFY THE FOLLOWING MINIMUM REQUIREMENTS:A.HYDRAULIC RAM METHOD: ANCHORS TESTED WITH A HYDRAULIC JACK OR SPRING LOADED DEVICESSHALL MAINTAIN THE TEST LOAD FOR A MINIMUM OF 15 SECONDS AND SHALL EXHIBIT NO DISCERNABLEMOVEMENT DURING THE TENSION TEST, E.G. AS EVIDENCED BY LOOSENING OF THE WASHER UNDER THENUT. SCREW ANCHORS MAY BE LOOSENED A MAXIMUM ONE FULL TURN TO FACILITATE THEPOSITIONING OF A TENSION TEST COLLAR.B.TORQUE WRENCH METHOD: ANCHORS TESTED WITH A CALIBRATED TORQUE WRENCH MUST ATTAIN THESPECIFIED TORQUE WITHIN HALF (1/2) TURN OF THE NUT.EXCEPTIONS:·WEDGE OR SLEEVE TYPE: ONE-QUARTER (1/4) TURN OF THE NUT FOR A 3/8 INCH ANCHOR ONLY.·THREADED TYPE: ONE-QUARTER (1/4) TURN OF THE SCREW AFTER INITIAL SEATING OF THE SCREWHEAD.10.IF ANY ANCHOR FAILS TESTING, TEST ALL ANCHORS OF THE SAME TYPE, INSTALLED BY THE SAME TRADE, ANDNOT PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE ANCHORS PASS, THEN RESUME INITIAL TESTFREQUENCY.11.REQUIRED TORQUE TEST LOADS SHALL BE EQUAL TO THE MANUFACTURER'S RECOMMENDED INSTALLATIONTORQUE PROVIDED IN THE ICC-ESR FOR THE SPECIFIC ANCHOR. TEST TORQUE VALUES ARE SUMMARIZED INTHE TABLE BELOW:TESTING CRITERIA FOR POST-INSTALLED ANCHORS IN CONCRETE / MASONRYSIMPSONLOCATION IN STRUCTUREINSTALLATION TORQUE (FT-LBS) CONCRETE SUBSTRATESIMPSON STRONG-BOLT2(ICC ES ESR 3037)SIMPSON TITEN HD(ICC ES ESR-2713)INCHES144243830501260655890100341501501.IN ACCORDANCE WITH SECTION 1704.6 OF THE CODE STRUCTURAL OBSERVATIONS SHALL BE PERFORMEDFOR THE FOLLOWING ELEMENTS OF CONSTRUCTION:A.FOUNDATION REINFORCING AND ANCHORAGE, EXCLUDING THE SLAB ON GRADE REINFORCEMENT.B.SHEATHING NAILING FOR THE WOOD LATERAL FORCE-RESISTING SYSTEM, INCLUDING DIAPHRAGMSAND SHEAR WALLS.2.THE OBJECTIVE OF THE STRUCTURAL OBSERVATION IS TO BECOME FAMILIAR WITH THE PROGRESS AND QUALITYOF THE CONTRACTOR'S WORK AND DETERMINE IF THE WORK IS BEING COMPLETED IN GENERALCONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONSA.STRUCTURAL OBSERVATIONS ARE NOT INSPECTIONS AND SHALL NOT BE USED AS A REPLACEMENT FORTHE SPECIAL INSPECTIONS REQUIRED BY THE CODE OR REFERENCED STANDARD OR FOR SPECIALINSPECTIONS REQUIRED IN THIS DOCUMENT.B.THE PERSON COMPLETING THE STRUCTURAL OBSERVATIONS DOES NOT HAVE RESPONSIBILITY FOR ANYACTS OR OMISSIONS BY THE CONTRACTOR OR OF ANY OTHER ENTITY PROVIDING MATERIALS ORSERVICES ON THE PROJECT.3.ADEQUATE NOTIFICATION SHALL BE PROVIDED TO THE STRUCTURAL ENGINEER PERFORMING OBSERVATIONS,A MINIMUM OF (2) WORKING DAYS, PRIOR TO OBSERVATION OF THE WORK.STRUCTURAL OBSERVATIONS1.THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN PREPARED PURSUANT TO SECTION 1704.3 OF THE CODE .THIS SECTION DETAILS BOTH REQUIRED SPECIAL INSPECTIONS AND TESTS INCLUDING TESTING PER SECTION1705 OF THE CODE. THE FOLLOWING SHALL BE OBSERVED DURING THEIR IMPLEMENTATION:A.GENERAL:a.STRUCTURAL VERIFICATIONS, INSPECTIONS AND TESTS SHALL BE PERFORMED IN ACCORDANCEWITH CHAPTER 17 OF THE CODE AND/OR THE APPLICABLE REFERENCE STANDARD.B.OWNER REQUIREMENTS:a.THE OWNER OR OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TOPERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED IN SECTION1705 OF THE CODE AND IN THIS STATEMENT OF INSPECTIONS.C.SPECIAL INSPECTOR QUALIFICATIONS:a.THE SPECIAL INSPECTIONS SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDINGOFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT EXPERIENCE ORTRAINING. THE EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHEN THEDOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OFSPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIALQUANTITIES.D.CONTRACTOR REQUIREMENTS:a.SPECIAL INSPECTION IS IN ADDITION TO THE CONTRACTOR'S QUALITY CONTROL INSPECTIONSAND TESTING. THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING SHALLOCCUR PRIOR TO SPECIAL INSPECTION AND REPORTS SHALL BE AVAILABLE TO THE SPECIALINSPECTOR.b.THE CONTRACTOR SHALL ENSURE THAT THE WORK FOR WHICH SPECIAL INSPECTION IS REQUIREDREMAINS ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION PURPOSES UNTIL COMPLETIONOF THE REQUIRED SPECIAL INSPECTION.c.ANY CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMICFORCE RESISTING SYSTEM SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THEBUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM ORCOMPONENT. THE STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OFAWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OFSPECIAL INSPECTIONS.E.SPECIAL INSPECTOR REPORT REQUIREMENTS:a.THE SPECIAL INSPECTOR SHALL KEEP RECORD OF INSPECTIONSb.THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL ANDTO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.c.REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED INCONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS.d.DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FORCORRECTION.e.IF NOT CORRECTED DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDINGOFFICIAL AND THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR TO THECOMPLETION OF THAT PHASE OF WORK.f.A FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND CORRECTION OF ANYDISCREPANCIES NOTED SHALL BE SUBMITTED TO THE BUILDING OFFICIAL.STATEMENT OF SPECIAL INSPECTIONS1.THE FOLLOWING SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER:A.STEEL INCLUDING MISC. METALSa.SHOP DRAWINGS FOR FABRICATION AND ERECTIONb.WELD PROCEDURES (INCLUDING PREQUALIFICAT ION RECORDS). TO BE SUBMITTED TO PROJECTCWIc.SHOP DRAWINGS FOR FABRICATION AND PLACEMENTB.REINFORCING STEELC.CONCRETE MIX DESIGNS FOR ALL CONCRETE STRENGTHS 3,000 PSI AND ABOVED.MASONRY INCLUDING BLOCKS, GROUT AND MORTARE.ROUGH CARPENTRY: WOOD PRODUCT DATA AND MANUFACTURER'S CERTIFICATES2.BEFORE SUBMITTING EACH SUBMITTAL, (INCLUDES SHOP DRAWINGS, PRODUCT DATA, SAMPLES ANDSIMILAR SUBMITTALS), THE CONTRACTOR SHALL HAVE:A.REVIEWED AND COORDINATED EACH SUBMITTAL WITH OTHER SUBMITTALS AND WITH THEREQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. THIS INCLUDES THE CONTRACTORREVIEWING AND VERIFYING THAT THE SUBMITTAL IS COORDINATED AMONG ALL CONSTRUCTIONTRADES:B.DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, QUANTITIES, DIMENSIONS , SPECIFIEDPERFORMANCE AND DESIGN CRITERIA, INSTALLATION REQUIREMENTS, MATERIALS, CATALOGNUMBERS AND SIMILAR INFORMATIONC.DETERMINED AND VERIFIED ALL INFORMATION RELATIVE TO THE CONTRACTOR'S RESPONSIBILITIES FORMEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, AND SAFETYPRECAUTIONS AND PROGRAMS.D.REVIEWED AND VERIFIED THAT THE ARCHITECT'S OR ENGINEER'S COMMENTS FROM PREVIOUSSUBMITTAL ROUNDS HAVE BEEN ADDRESSED.3.EACH SUBMITTAL SHALL BEAR A STAMP OR SPECIFIC WRITTEN CERTIFICATION THAT THE CONTRACTOR HASSATISFIED THEIR OBLIGATIONS UNDER THE CONTRACT DOCUMENTS WITH RESPECT TO THE CONTRACTOR'SREVIEW AND APPROVAL OF THAT SUBMITTAL.4.THE CONTRACTOR'S OBLIGATION TO PERFORM AND COMPLETE THE WORK IN ACCORDANCE WITH THECONTRACT DOCUMENTS SHALL BE ABSOLUTE:a.REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ARCHITECT AND/OR ENGINEER DOESNOT CONSTITUTE APPROVAL OF A CHANGE REQUEST, SUBSTITUTION OR MODIFICATION TOTHE CONTRACT DRAWINGS.b.THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF CHANGE REQUESTS, SUBSTITUTIONS ORMODIFICATIONS TO THE CONTRACT DRAWINGS IN WRITING BEFORE AND SEPARATE FROMTHE SUBMITTAL PRIOR TO SUBMISSION.5.FABRICATION FOR ITEMS IN THESE DOCUMENTS SHALL NOT COMMENCE UNTIL THE SUBMITTAL HAS BEENREVIEWED AND APPROVED BY THE ENGINEER.SUBMITTALS1.SHOP FABRICATION REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH CODE SECTION 1704.2.5.EXCEPTION: SHOP SPECIAL INSPECTIONS ARE NOT REQUIRED WHEN WORK IS DONE ON THE PREMISES OFFABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK IN ACCORDANCE WITH CODE SECTION 1704.2.5.1. THE FOLLOWING ACCREDITATIONS MEET THE REQUIREMENTS OF THIS EXCEPTION:A.WOOD BUILDINGSa.STRUCTURAL GLUED LAMINATED TIMBERSHOP FABRICATIONREQUIRED VERIFICATION AND INSPECTIONSCONCRETE CONSTRUCTIONCODE TABLE 1705.3SPECIAL INSPECTION OR TESTCONTINUOUSPERIODICREFERENCEDSTANDARDCBC REFERENCE1. INSPECT REINFORCMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT.___XACI 318: CH 20, 25.2,25.3, 26.6.1-26.6.3___2. REINFORCING BAR WELDING: a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 516" AND c. INSPECT ALL OTHER WELDS______XXX___AWS D1.4ACI 318: 26.6.4___3. INSPECT ANCHORS CAST IN CONCRETE___XACI 318:26.7___4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS (b) (a) ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS (b) MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a.X______XACI 318: 26.7.1ACI 318: 26.7.1______5. VERIFY USE OF REQUIRED MIX DESIGN___XACI 318:CH. 19, 26.4.3, 26.4.41904.1, 1904.26. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.X___ASTM C 172ASTM C 31ACI 318: 26.5, 26.12___7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUESX___ACI 318: 26.5___8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.___XACI 318: 26.5.3-26.5.5___9. INSPECT PRESTRESSED CONCRETE FOR: A. APPLICATION OF PRESTRESSING FORCES; AND B. GROUTING OF BONDED PRESTRESSING TENDONSXX______ACI 318: 26.10___10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.___XACI 318: 26.9___11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS___XACI 318: 26.11.2___12. INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.___XACI 318: 26.11.1.2 (b)___ SPECIAL INSPECTIONS LISTED FOR CONCRETE ALSO APPLY TO GROUTING OPERATIONS.a.WHERE APPLICABLE, SEE SECTION 1705.13.b.SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FORTHE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHERQUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIALINSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALLBE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK.REQUIRED VERIFICATION AND INSPECTIONSMASONRYLEVEL 3 QUALITY ASSURANCEMINIMUM TESTSPRIOR TO CONSTRUCTION, VERIFY CERTIFICATES OF COMPLIANCE USED IN MASONRY CONSTRUCTION INACCORDANCE WITH SPECIFICATION ARTICLE 1.5VERIFICATION OF f'm AND f'AAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTIONAND FOR EVERY 5000 sq. ft. DURING CONSTRUCTIONVERIFICATION OF PROPORTIONS OF MATERIALS IN PREMIXED OR PREBLENDED MORTAR, PRESTRESSING GROUT,AND GROUT OTHER THAN SELF-CONSOLIDATION GROUT, AS DELIVERED TO THE PROJECT SITEVERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE INACCORDANCE WITH SPECIFICATION ARTICLE 1.5 & 1.6.3 FOR SELF-CONSOLIDATING GROUTMINIMUM SPECIAL INSPECTIONINSPECTION TASKFREQUENCY (a)REFERENCE FOR CRITERIACONTPERIODICTMS 402TMS 6021. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALSXArt. 1.52. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:a. PROPORTIONS OF SITE-PREPARED MORTARXArt. 2.1,2.6 Ab. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGESXArt. 2.4 B,2.4 Hc. GRADE, TYPE AND SIZE OF REINFORCEMENT, CONNECTORS, ANCHOR BOLTS AND PRESTRESSING TENDONS AND ANCHORAGESXArt. 3.4,3.6Ad. PRESTRESSING TECHNIQUEXArt. 3.6 Be. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRYXArt. 2.1 C f. SAMPLE PANEL CONSTRUCTIONXArt. 1.6 D3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:a. GROUT SPACEXArt. 3.2 D,3.2 Fb. PLACEMENT OF PRESTRESSING TENDONS AND ANCHORAGESXSEC. 10.8,10.9Art. 2.4, 3.6c. PLACEMENT OF REINFORCEMENT, CONNECTORS AND ANCHOR BOLTSXSEC. 6.3.1,6.3.6, 6.3.7 Art. 3.2 E,3.4,d. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONSXArt. 2.6 B,2.4 G.1.b4. VERIFY DURING CONSTRUCTION:a. MATERIALS AND PROCEDURES WITH THE APPROVED SUBMITTALSXArt. 1.5b. PLACEMENT OF MASONRY UNITS AND MORTAR JOINT CONSTRUCTIONXArt. 3.3 Bc. SIZE AND LOCATION OF STRUCTURAL ELEMENTSXArt. 3.3 Fd. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTIONXSEC. 1.2.1(e),6.1.4.3, 6.2.1e. WELDING OF REINFORCEMENTXSEC. 6.1.6.2f. PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F ) OR HOT WEATHER (TEMPERATURE ABOVE 90°F )XArt. 1.8 C,1.8 Dg. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCEXArt. 3.6 Bh. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS IS IN COMPLIANCEXArt. 3.5,3.6 Ci. PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN-BED MORTAR JOINTSXArt. 3.3 B.9,3.3 F.1.b5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS AND/OR PRISMSXArt.1.4 B.2.a.3,1.4 B.2.b.3,1.4 B.2.c.3,1.4 B.3,1.4 B.4(a) FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THETASK LISTED OR PERIODIC DURING THE TASK LISTED, AS DEFINED IN THE TABLE(b) REQUIRED FOR THE FIRST 5000 SQ FT OF AAC MASONRY(c) REQUIRED AFTER THE FIRST 5000 SQ FT OF AAC MASONRYREQUIRED VERIFICATION AND INSPECTIONSWOODCODE CHAPTER 17 AND REFERENCED 2018 NDS AND AWC SDPWS-2015SPECIAL INSPECTION OR TESTCONTINUOUSPERIODICCBC REFERENCE3. WOOD LATERAL FORCE-RESISTING SYSTEM WITH FASTENER SPACING OF THESHEATHING LESS THAN OR EQUAL TO 4" OC. - WOOD SHEAR WALLS - WOOD DIPHRAGMS - DRAG STRUTS - SHEAR PANELS - HOLD-DOWNS___X1705.12.21705.13.24. WOOD LATERAL FORCE-RESISTING SYSTEM WITH FASTENER SPACING OF THESHEATHING GREATER THAN 4" OC (NOT REQUIRED) - WOOD SHEAR WALLS - WOOD DIAPHRAGMS - DRAG STRUTS - SHEAR PANELS - HOLD-DOWNS______1705.12.21705.13.26. METAL PLATE CONNECTED WOOD WITH OVERALL HEIGHTS OF 60 INCHES ORGREATER - PERMANENT INDIVIDUAL TRUSS MEMBER RESTRAINT/BRACING IN ACCORDANCE WITH APPROVED TRUSS SUBMITTAL PACKAGE___X1705.5.2REQUIRED VERIFICATION AND INSPECTIONSSOILSCODE TABLE 1705.6SPECIAL INSPECTION OR TESTCONTINUOUS PERIODIC1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY___X2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.___X3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS___X4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.X___5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.___XREQUIRED VERIFICATION AND INSPECTIONSCAST - IN - PLACE DEEP FOUNDATION ELEMENTSCODE TABLE 1705.8TYPECONTINUOUSPERIODIC1. INSPECT DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH ELEMENTX___2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM ELEMENT DIAMETERS, BELL DIAMETERS (IF APPLICABLE), LENGTHS, EMBEDMENT INTO BEDROCK (IF APPLICABLE) AND ADEQUATE END-BEARING STRATA CAPACITY. RECORD CONCRETE OR GROUT VOLUMES.X___3. FOR CONCRETE ELEMENTS, PERFORM TESTS AND ADDITIONAL SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705.3______ A112233ABBCCDDEEFFGGHH4455T2.5GB1.5GB1.5 T2.5T2.5T2.5T2.5T2.5T2.5 T2.5 T2.5T2.5 T2.5T2.5 T2.5 T2.5 T2.5T2.5T2.5 T2.5T2.5T2.5T2.55" CONC SLAB ON GRADEW/ #4 @ 16" OC CENTEREDIN SLAB DEPTH5" CONC SLAB ON GRADEW/ #4 @ 16" OC CENTEREDIN SLAB DEPTH11S-32131S-32131S-32131S-32131S-32112S-32111S-32112S-32131S-32131S-32131S-32111S-32111S-32131S-32112S-32111S-32112S-32111S-32111S-32111S-32112S-31112S-31112S-32111S-32111S-32111S-32111S-32111S-32112S-32111S-32131S-32131S-321S-2011FOUNDATION PLANSCALE: 1/4" = 1'-0"CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - Plans.dwg, S201, Mar 31, 2025 4:33pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -FOUNDATION PLAN NOTES1.REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:2.SEE ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR ELEVATIONS. REFERENCE FINISHED FLOORELEVATION = 0'-0" CORRESPONDS TO FINISHED FLOOR ELEVATION.3.ALL DIMENSIONS SHOWN ARE FROM FACE OF CONCRETE/MASONRY, FACE OF SHEATHING, ORCENTERLINE OF COLUMN. ALL COLUMNS ARE CENTERED IN STUD WALLS, UNO.4.FOR ANY DIMENSIONAL INFORMATION NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.5.SEE ARCHITECTURAL DRAWINGS FOR ANY EMBEDDED ITEMS AND ALL EXTERIOR CONCRETE PAVING.6.SEE PLANS AND ARCHITECTURAL DRAWINGS FOR DEPRESSIONS AND/OR SLOPES IN CONCRETE SLABS.7.SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS INBEARING AND NON-BEARING WALLS.8.SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF INTERIOR NON-BEARING PARTITIONS.9.SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONALEMBEDDED ITEMS AND SLAB PENETRATIONS.10.FOR TYPICAL SLAB-ON-GRADE REQUIREMENTS, INCLUDING SLAB JOINTS, SEE DETAIL 11/S-302.11.ALL POSTS IN 4" WALLS SHALL BE 4x4, UNLESS NOTED OTHERWISEALL POSTS IN 6" WALLS SHALL BE 6x6, UNLESS NOTED OTHERWISE12.PLATE WASHERS ARE REQUIRED FOR ALL SILL PLATE ANCHOR BOLTS. REFER TO 43/S-602 FOR PLATEWASHER REQUIREMENTS AT SHEAR WALLS.13.ALL HOLDOWN ANCHOR NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING.14.ALL BOLT HOLES IN WOOD MEMBERS, SHALL BE DRILLED A MAXIMUM OF 1/16" OVERSIZED. INSPECTORTO VERIFY.15.THE BUILDING PAD SHALL BE PREPARED AS OUTLINED IN DETAIL 42/S-301. THE BUILDING OFFICIALSHALL REQUIRE PAD CERTIFICATION BY A GEOTECHNICAL ENGINEER AT THEIR DISCRETION.16.BOTTOM OF FOOTING SHALL BE, UNLESS DEEPER FOUNDATIONS ARE REQUIRED BY THE BUILDINGOFFICIAL:A.30" BELOW PAD OR ADJACENT GRADE AT PERIMETER, WHICHEVER IS DEEPER, UNO.B.18" BELOW PAD OR ADJACENT GRADE AT INTERIOR GRADE BEAMS, WHICHEVER IS DEEPER, UNO.NOTE:FOOTING MUST BE DEEPENED LOCALLY PER DETAIL 33/S-301 TO ACCOMMODATE ANCHOR BOLT HOLDOWN EMBED DEPTHS.DESCRIPTIONSHEET (S)SYMBOLS AND ABBREVIATIONSS-101STRUCTURAL GENERAL NOTESS-102 - S-103TESTING AND INSPECTIONS-104TYPICAL CONCRETE DETAILSS-301 - S-303TYPICAL MASONRY DETAILSS-401 - S-403TYPICAL WOOD DETAILSS-601 - S-605SYMBOL LEGENDXXX'-X"INDICATES SHEAR WALL TYPE AND LENGTH,SEE SCHEDULE ON 13/S-602SCHEDULESSSB SB S INDICATES STEPPED FOOTING PER DETAIL 43/S-301INDICATES STEPPED BOTTOM OF FOOTINGPER DETAIL 12/S-302GRADE BEAM SCHEDULETYPEWIDTHTHICKNESSMIN EMBEDBELOW LOWESTPAD GRADELONG REINFTRANS REINFDETAIL1'-6"1'-6"SEE NOTE 16(2) #5 @ TOP(2) #5 @ BOT#3 @ 24" OC12/S-311GB1.5INDICATES MASONRY WALL (f'm = 2,000 PSI). TYPICAL WALLTHICKNESS SHALL BE 8", UNLESS NOTED OTHERWISE ON PLAN ORELEVATION. TYPICAL REINFORCING SHALL BE PER DETAIL 22/S-401,UNLESS NOTED OTHERWISE ON PLAN OR ELEVATION.INDICATES CONTROL JOINT IN MASONRY WALL. SEEDETAIL 31/S-403 FOR ADDITIONAL INFORMATION.TIE BEAM SCHEDULETYPEWIDTHTHICKNESSMIN EMBEDBELOW LOWESTPAD GRADELONG REINFTRANS REINFDETAIL2'-6"1'-6"SEE NOTE 16(3) #5 @ TOP(3) #5 @ BOT#4 @ 12" OCSEE PLANT2.5FOUNDATION PLAN A112233ABBCCDDEEFFGGHH4455B4 RIDGE BOARD LOWB4 RIDGE BOARD LOWB4 RIDGE BOARD LOWJ2 LOW J2 LOW J2 LOW J2 LOW DIAPH TYPE 'B' INHATCHED AREAB4'-0"4'-0"12'-0"4'-0"12'-0"4'-0"11S-62123S-621DIAPH TYPE 'C' INHATCHED AREACDIAPH TYPE 'B' INHATCHED AREABDIAPH TYPE 'C' INHATCHED AREACB3 BEL WALLB3 BEL WALL23S-62132S-62123S-62123S-62122S-621LOWHIGHB4 RIDGE BOARD HIGHB4 RIDGE BOARD HIGHJ1 HIGH J1 HIGH B5B5B5 B5B5B5B5B5B5B5B5B5 B5B5 B5 B5B5B5 B5B5 B5 B5B5B513S-62121S-62111S-62121S-621HIGH13S-621LOWHIGHLOW"MST148" STRAP OVERDBL JST @ OPENINGB2 BM LOWB2 BM LOW12S-62112S-62131S-621HIGH"MST148" STRAP OVERDBL JST @ OPENING"MST148" STRAP OVERDBL JST @ OPENINGCMST14CMST146x6 W/ECCQ6x6 W/ECCQB3 BEL WALLB3 BEL WALL 32S-62122S-621LOWHIGH6x6 W/E C C Q6x6 W/E C C Q B4 RIDGE BOARD HIGHB3 BEL WALLB3 BEL WALL B3 BEL WALLB3 BEL WALL B1 BM LOW6x6 W/ECCQ6x6 W/ECCQ23S-62123S-621J1 HIGH J1 HIGH 13S-62121S-621HIGHLOW"MST148" STRAP OVERDBL JST @ OPENING31S-621HIGH32S-62122S-621LOWHIGH21S-621HIGH12S-621LOW32S-62122S-621LOWHIGH11S-6212C6x65A6x62C6x65A6x65A6x65A6x6DIAPH TYPE 'B' INHATCHED AREABDIAPH TYPE 'B' INHATCHED AREAB2C6x62C6x642S-621B3 LOW CS14 x 10'-0"FULLY NAILED TOTOP PLATES41S-603TYP @OPNGS41S-603TYP @OPNGS42S-621B3 LOW CS14 x 10'-0"FULLY NAILED TOTOP PLATES41S-62141S-62141S-62141S-62141S-603TYP @OPNGS11S-621S-2021ROOF FRAMING PLANSCALE: 1/4" = 1'-0"CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - Plans.dwg, S202, Mar 31, 2025 4:33pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -ROOF FRAMING NOTESSYMBOL LEGENDSCHEDULESXXX'-X"INDICATES BLOCKING & STRAPPING ABOVE &BELOW WINDOW OPENINGS PER DETAIL 13/S-603INDICATES SHEAR WALL TYPE AND LENGTH,SEE SCHEDULE ON 13/S-602CXINDICATES TOP PLATE SPLICE NAILING PER 13/S-604NOTE THAT NAILING APPLIES TO ENTIRE LENGTH OF TOPPLATE. PROVIDE TYPE SPLICE, UNO*INDICATES CONT BLK & STRAP PER 23/S-605 @ ROOF, UNOFLOOR/ROOF BEAM SCHEDULEMARKSIZEREMARKSB11 34" x 14" LVL3-PLYB21 34" x 22" LVL4-PLYB36x10B42x12B5(2) 2x10FLOOR/ROOF JOIST SCHEDULEMARKSIZEREMARKSJ12x6 @ 16"OCJ22x10 @ 16" OCINDICATES STRAP PER 33/S-605, UNO1.SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS INCLUDING, BUT NOTLIMITED TO THE FOLLOWING, ALL DIMENSIONS TO BE VERIFIED PRIOR TO CONSTRUCTION:A.GRID DIMENSIONS AND HORIZONTAL CONTROLB.ALL DIMENSIONS, ELEVATIONS, FINISH SURFACE, SLOPES, DRAINS, SLAB DEPRESSIONS, ETCC.LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES AND OPENINGSD.ALL NON STRUCTURAL WALLS2.REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:3.SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.4.SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE ANDLOCATION OF PIPES, DUCTS AND OTHER ROOF PENETRATIONS. FOR ROOF PENETRATIONS NOTSHOWN ON ROOF FRAMING PLAN, SEE DETAIL 41/S-603 FOR TYPICAL OPENINGS, UNO.5.ALL POSTS IN 4" WALLS SHALL BE 4x4, UNLESS NOTED OTHERWISE.ALL POSTS IN 6" WALLS SHALL BE 6x6, UNLESS NOTED OTHERWISE.TYPICAL WALL FRAMING SHALL BE:2x6 @ 16" OC @ ALL EXTERIOR WALLS, UNO2x6 @ 16" OC @ ALL INTERIOR BEARING WALLS, UNO2x4 @ 16" @ ALL INTERIOR NON-BEARING WALLS, UNO6.ALL INTERIOR WALLS NOT SHOWN ON THE STRUCTURAL FRAMING PLANS BUT SHOWN ON THEARCHIECTURAL DRAWINGS SHALL BE CONSTRUCTED PER NON-BEARING PARTION WALL DETAIL31/S-601, UNO.7.DIAPHRAGM TYPES:ALL ROOF DIAPHRAGMS SHALL BE TYPE A, UNOREFER TO 12/S-6048.ALL LINES AND/OR MEMBERS INDICATED AS "STRUT" SHALL RECEIVE (2) ROWS OF BOUNDARYNAILING (BN), STGR.9.TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED OR OTHERWISEALTERED IN ANY WAY WTHOUT WRITTEN CONCURRENCE AND APPROVAL OF A REGISTEREDDESIGN PROFESSIONAL.10.ALTERATIONS RESULTING IN THE ADDTION OF LOADS TO ANY MEMBER (E.G. HVAC EQUIPMENT,WATER HEATER) SHALL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPABLE OFSUPPORTING SUCH ADDITIONAL LOADING.DESCRIPTIONSHEET (S)SYMBOLS AND ABBREVIATIONSS-101STRUCTURAL GENERAL NOTESS-102 - S-103TESTING AND INSPECTIONS-104TYPICAL CONCRETE DETAILSS-301 - S-303TYPICAL MASONRY DETAILSS-401 - S-403TYPICAL WOOD DETAILSS-601 - S-605HOLDOWN SCHEDULEDETAILINDICATES SIMPSON STRAP TO WALL BELOW22/S-605INDICATES SIMPSON STRAP TO BEAM BELOW42/S-605SPECIFIES HOLDOWN/STRAP DETAILINDICATES HOLDOWN/STRAP TYPE1x2x5xINDICATES OPENING IN ROOF FRAMING,PER DETAILS 41/S-603, UNOINDICATES MASONRY WALL (f'm = 2,000 PSI). TYPICAL WALLTHICKNESS SHALL BE 8", UNLESS NOTED OTHERWISE ON PLAN ORELEVATION. TYPICAL REINFORCING SHALL BE PER DETAIL 22/S-401,UNLESS NOTED OTHERWISE ON PLAN OR ELEVATION.INDICATES CONTROL JOINT IN MASONRY WALL. SEEDETAIL 31/S-403 FOR ADDITIONAL INFORMATION.ROOF FRAMING PLANSCREEN OPNG PERARCH @ LOWER WALLBTWN STUDS, TYPLOWER WALL BTWN STUDSCREEN OPNG PERARCH @ LOWER WALLBTWN STUDS, TYPLOWER WALL BTWN STUD TYP OF 3P1TYP OF 3P1112'-9" BRIDGE LENGTH88'-4 15/16" CREEK SETBACK PER CIVILELEV: 240.70LINE OF SETBACK5'-0" MINSTART OF PILE EMBEDPROPOSED GRADE43S-331ELEV: 239.80LINE OF SETBACK5'-0" MINSTART OF PILE EMBEDPROPOSED GRADE43S-3315'-0" MIN5'-0" MINTYP OF 2P2TYP OF 2P2TYP OF 7P3TYP OF 5P3ELEV: 225.45LINE OF SETBACK5'-0" MINSTART OF PILE EMBEDPROPOSED GRADE42S-33159'-10 15/16" CREEK SETBACK PER CIVILELEV: 227.45LINE OF SETBACK5'-0" MINSTART OF PILE EMBEDPROPOSED GRADE42S-33177'-5" BRIDGE LENGTH5'-0" MIN5'-0" MIN75'-0" BRIDGE LENGTH62'-4" CREEK SETBACK PER CIVILELEV: 250.525'-0" MINLINE OF SETBACK5'-0" MINSTART OF PILE EMBEDPROPOSED GRADE32S-332ELEV: 246.62LINE OF SETBACK5'-0" MINSTART OF PILE EMBEDPROPOSED GRADE32S-3325'-0" MIN1BRIDGE 01 (WEST PEDESTRIAN)SCALE: 3/32" = 1'-0"NORTH2BRIDGE 01 PROFILESCALE: 3/32" = 1'-0"S-203ABUTMENT PLANS3BRIDGE 02 (EAST PEDESTRIAN)SCALE: 3/32" = 1'-0"NORTH5BRIDGE 03 (VEHICULAR)SCALE: 3/32" = 1'-0"NORTH4BRIDGE 02 PROFILESCALE: 3/32" = 1'-0"6BRIDGE 03 PROFILESCALE: 3/32" = 1'-0"SYMBOL LEGENDSCHEDULESINDICATES PILE, PILE TYPE PER PLAN, NOTE THAT THE PILE EMBEDINDICATED IS THE MINIMUM EMBED REQUIRED, HOWEVER THE PILE MUST BEEMBEDDED A MINIMUM OF 5'-0" INTO WEATHERED FORMATIONAL MATERIALOBSERVED BY THE GEOTECHNICAL ENGINEER OF RECORDPILE PER DETAIL 12/S-331PPILE SCHEDULEPILE TYPEPILE DIAPILE DEPTHPILE LONGREINFPILE TRANSREINF24"20'-0"(10) #8#4 @ 4"24"16'-0"(10) #8#4 @ 4"24"36'-0"(10) #8#4 @ 4"P-1P-2P-3NOTES:1.REFER TO CIVIL DRAWINGS FOR THE FOLLOWING:A.ALL EXISTING AND PROPOSED GRADES. GRADES SHOWN ON STRUCTURAL DRAWINGS ARE FOR REFERENCE ONLY.B.FINAL LOCATION AND PLACEMENT OF THE BRIDGE.2.REFER TO BRIDGE MFR DRAWINGS FOR CONSTRUCTION & DETAILING OF THE PREFABRICATED BRIDGE. BRIDGESUPERSTRUCTURE INFO SHOWN IS FOR REFERENCE ONLY3.PILES EMBEDMENT STARTS AT LINE OF SETBACK OR 5'-0" MIN4.BOTTOM OF FOOTING SHALL BE, UNLESS DEEPER FOUNDATIONS ARE REQUIRED BY THE BUILDING OFFICIAL:A.30" BELOW PAD OR ADJACENT GRADE AT ABUTMENT, WHICHEVER IS DEEPER, UNODRAFT - FOR B IDD INGPURPOSES ONLYCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01PRELIMINARYNOT FOR CONSTRUCTIONN:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - Plans-Abutment.dwg, S-203, Mar 31, 2025 4:31pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS - (2) #5 01 - GROUND FLOOR = 0' -0"02 - TOP CMU = 10'-0"12TO FTG = -2'-0"3#5 @ 8" OC(2) #5(2) #5(2) #5(2) #5#5 @ 8" OC #5 @ 8" OC(2) #5(2) #5(2) #5(2) #5#5 @ 8" OC #5 @ 8" OC(2) #5(2) #5(2) #5(2) #5#5 @ 8" OC #4 @ 16" OC(2) #5 (2) #5 #4 @ 8" OC(2) #5(2) #5(2) #5#5 @ 8" OC#5 @ 8" OC#5 @ 8" OC #4 @ 16" OC#5 @ 8" OC(2) #5(2) #5(2) #5(2) #5 #5 @ 8" OC (2) #5 #4 @ 8" OC#4 @ 16" OC#4 @ 8" OC(2) #5#4 @ 8" OCAD01 - GROUND FLOOR = 0' -0"02 - TOP CMU = 10'-0"BCTO FTG = -2'-0"(2) #5 (2) #5 (2) #5 (2) #5 (2) #5 (2) #5 (2) #5 (2) #5 #5 @ 16" OC #5 @ 8" OC #5 @ 8" OC #4 @ 24" OC#4 @ 24" OC#4 @ 24" OC(2) #5(2) #5(2) #5D01 - GROUND FLOOR = 0' -0"02 - TOP CMU = 10'-0"TO FTG = -2'-0"ABC#4 @ 24" OC#5 @ 16" OC #5 @ 16" OC (2) #5 (2) #5 (2) #5 (2) #5 (2) #501 - GROUND FLOOR = 0' -0"02 - TOP CMU = 10'-0"12TO FTG = -2'-0"3#5 @ 8" OC #5 @ 8" OC#5 @ 8" OC (2) #5#4 @ 8" OC#5 @ 8" OC#4 @ 24" OC#4 @ 8" OC(2) #5(2) #5(2) #5(2) #5(2) #5(2) #5(2) #5(2) #5 (2) #5 (2) #5(2) #5(2) #5(2) #5(2) #5(2) #5 #4 @ 16" OC#5 @ 8" OC (2) #5(2) #5#5 @ 8" OC #4 @ 16" OC#5 @ 8" OC #4 @ 16" OC(2) #5 #4 @ 8" OC#5 @ 8" OC#5 @ 8" OC#5 @ 8" OC#5 @ 8" OC#5 @ 8" OC#5 @ 8" OC (2) #5(2) #5 (2) #5 (2) #5 1RESTROOM EAST CMU WALL ELEVATIONSCALE: 1/4" = 1'-0"NORTHCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S220.dwg, S-221, Mar 31, 2025 4:33pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -2RESTROOM SOUTH CMU WALL ELEVATIONSCALE: 1/4" = 1'-0"NORTHS-221ELEVATIONS BLDG-13RESTROOM WEST CMU WALL ELEVATIONSCALE: 1/4" = 1'-0"NORTH4RESTROOM NORTH CMU WALL ELEVATIONSCALE: 1/4" = 1'-0"NORTH 01 - GROUND FLOOR = 0' -0"02 - TOP CMU = 10'-0"54TO FTG = -1'-8"(2) #5 #5 @ 8" OC(2) #5(2) #5(2) #5#5 @ 8" OC #5 @ 8" OC #4 @ 24" OC(2) #5 #5 @ 8" OC(2) #5(2) #5(2) #5#5 @ 8" OC (2) #5 #4 @ 8" OC(2) #5(2) #5 #4 @ 8" OC(2) #5 #4 @ 8" OC(2) #5(2) #5(2) #5#4 @ 8" OC01 - GROUND FLOOR = 0' -0"02 - TOP CMU = 10'-0"EHFGTO FTG = -1'-8"(2) #5 (2) #5 (2) #5 (2) #5 (2) #5 (2) #5 (2) #5 (2) #5 #5 @ 16" OC #5 @ 8" OC #5 @ 8" OC #4 @ 24" OC#4 @ 24" OC#4 @ 24" OC(2) #5(2) #5(2) #501 - GROUND FLOOR = 0' -0"02 - TOP CMU = 10'-0"TO FTG = -1'-8"EHFG#4 @ 24" OC#5 @ 16" OC #5 @ 16" OC (2) #5 (2) #5 (2) #5 (2) #5 (2) #501 - GROUND FLOOR = 0' -0"02 - TOP CMU = 10'-0"TO FTG = -1'-8"54(2) #5 #5 @ 8" OC(2) #5(2) #5(2) #5#5 @ 8" OC #5 @ 8" OC #4 @ 24" OC(2) #5 #4 @ 8" OC(2) #5(2) #5(2) #5(2) #5(2) #5(2) #5#4 @ 8" OC#4 @ 8" OC1RESTROOM EAST CMU WALL ELEVATIONSCALE: 1/4" = 1'-0"NORTHCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S220.dwg, S-222, Mar 31, 2025 4:32pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -2RESTROOM SOUTH CMU WALL ELEVATIONSCALE: 1/4" = 1'-0"NORTHS-222ELEVATIONS BLDG-23RESTROOM WEST CMU WALL ELEVATIONSCALE: 1/4" = 1'-0"NORTH4RESTROOM NORTH CMU WALL ELEVATIONSCALE: 1/4" = 1'-0"NORTH BOT OF FTGEL = PER PLAN" ls" LAP SPLICETYP" ls" EMBED PER ANCH DETAILBELOW COLD JT IN(2) POUR CONDITION 8"DEEPEN FTG LOCALLY ASREQD TO ACHIEVE ANCH EMBEDPER PLAN & MAINTAIN COVER 1223"CLR1HOLDOWN & ABPER PLANSW POST PER PLAN(2) # 4 BARS#4 BARSTO MATCH SPCGOF TYP BOT BARSSILL PL PER PLAN &WALL SCHEDDEEPENED FTG @ ANCHOR BOLT1417-11-RC22 - S301NTSNOTES:1.VALUES ABOVE ARE FOR REINFORCEMENT WITH THE FOLLOWING PARAMETERS:A.GRADE 60 REINFORCEMENTB.NORMAL WEIGHT CONCRETEa.FOR LIGHTWEIGHT CONCRETE MULTIPLY THE VALUES ABOVE BY 1.3C.NON-EPOXY COATED REINFORCEMENTD.HORIZONTAL BARS WITHOUT 12" OF CONCRETE BELOW (BOTTOM BARS), AND VERTICAL BARSa.FOR TOP BARS WITH 12" OR MORE OF CONCRETE BELOW THE BAR MULTIPLY THE VALUES ABOVE BY 1.3E.CLEAR SPACING NOT LESS THAN db, CLEAR COVER NOT LESS THAN db AND STIRRUPS THROUGH Ld NOT LESS THANMINORCLEAR SPACING NO LESS THAN 2db AND CLEAR COVER NOT LESS THAN dba.FOR OTHER SPACING AND COVER CONDITIONS MULTIPLY THE VALUES ABOVE BY 1.5F.REINFORCEMENT NOT IN SHEAR WALLSa.FOR REINFORCEMENT IN SHEAR WALLS MULTIPLY THE VALUES ABOVE BY 1.252.THE MULTIPLIERS LISTED IN NOTE 1 ABOVE ARE CUMULATIVE INCREASES IN DEVELOPMENT/LAP SPLICE LENGTH.3.ALL LAP SPLICES REFERENCED IN THE PLANS SHALL BE CLASS B UNLESS NOTED OTHERWISE.4.WHEN REINFORCING BARS OF TWO SIZES ARE LAP-SPLICED IN TENSION, USE THE LARGER OF THE TENSION CLASS B, LAP SPLICE LENGTH (ls) OF THE SMALLER BAR, AND THE CLASS A, TENSION DEVELOPMENT LENGTH (ld) OF THE LARGERBAR.CONTACT LAP SPLICE(PREFERRED)NON-CONTACT LAP SPLICELAP SPLICEMAX = LARGER OF CLASS B, UNOls/5 OR 6"REINFORCING TENSION DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULEBAR SIZEDEVELOPMENT LENGTH, ld(CLASS A LAP SPLICE)LAP SPLICE, ls(CLASS B LAP SPLICE)f'c (psi)f'c (psi)2,5003,0004,0002,5003,0004,000#31'-6"1'-5"1'-3"2'-0"1'-10"1'-7"#42'-0"1'-10"1'-7"2'-8"2'-5"2'-1"#52'-6"2'-4"2'-0"3'-3"3'-0"2'-7"#63'-0"2'-9"2'-5"3'-11"3'-7"3'-2"#74'-5"4'-0"3'-6"5'-9"5'-2"4'-6"#85'-0"4'-7"4'-0"6'-6"5'-11"5'-2"#95'-8"5'-2"4'-6"7'-4"6'-9"5'-10"#106'-5"5'-10"5'-1"8'-3"7'-7"6'-7"#117'-1"6'-6"5'-7"9'-2"8'-5"7'-3"REINF DEVELOPMENT LENGTH AND SPLICES1417-11-RC22 - S301NTSBAR SIZED#3 THRU #86d#9 THRU #118dNOTES:1.ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM 2" END COVER AND WITH EMBEDMENT NOT LESS THAN SHOWN ON THE SCHEDULE UNLESS NOTED OTHERWISE ON PLANS.2.MINIMUM SIDE COVER = 2 12".3.FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTHS IN SCHEDULE BY 1.3.STANDARD HOOK DEVELOPMENT LENGTH "ldh"BAR SIZED"lh"NORMAL WEIGHT2,5003,0004,000#32 1/4"6"0'-9"0'-9"0'-8"#43"8"1'-0"0'-11"0'-10"#53 3/4"10"1'-3"1'-2"1'-0"#64 1/2"12"1'-6"1'-5"1'-3"#75 1/4"1'-2"1'-9"1'-8"1'-5"#86"1'-4"2'-0"1'-10"1'-7"#99 1/2"1'-7 1/2"2'-3"2'-1"1'-10"#1010 3/4"1'-10"2'-7"2'-4"2'-1"#1112"2'-0 1/2"2'-10"2'-7"2'-3"ldhdb 4db2 12" MINDD12 db "l h"2" CLR MINHOOK DEVELOPMENT LENGTH(SEE SCHEDULE)FACE OFCONCRETEFOC OR POURJT @ STD HOOKdbREINF HOOK DEVELOPMENT LENGTH AND BENDS1417-11-RC22 - S301NTSdb 6db D6db *dbD 135 HOOK90 HOOK** PROVIDE 10db EXTENSIONS IN LIEUOF 6db AT ALL FRAME COLUMNS,GIRDERS, SHEAR WALLS AND SHEARWALL BOUNDARY MEMBERSBAR SIZED#31 12"#42"#52 12"OR 3" MINREINF TIES AND STIRRUPS1417-11-RC22 - S301NTS6'-0" MAX6'-0" MAX2'-0"2'-0"45°2" TYPSECTION ATYP SLAB REINFFILL IN SLAB, WO(2) #4 DIAG BARS @ MIDOF SLAB, BEND UNDERTYP BARS @ INTERFERENCEKEY JT @ FILL SLABNOTES:1.ELIMINATE BARS IF OPENING IS LESS THAN 2'-0" IN BOTH DIMENSIONS.2.REFER TO DETAIL 42/- FOR SLAB ON GRADE SUBGRADE SUPPORTRECTANGULAR ORROUND OPNGASOG OPENING1417-11-RC22 - S301NTSLAP SPLICELAP SPLICELAP SPLICE LAP SPLICECONCRETE INTERSECTIONCONCRETE CORNERCONCRETE END0" TYP. 0" TYP.0" TYP0" TYPDOWELS TO MATCH SIZE &SPCG OF HORIZ REINF, TYP90 DEG HOOK@ INT BARSPROVIDE 90 DEG STD HOOK, A U-BARMAY BE PROVIDED W/ LAP SPLICE TOHORIZ BARS IN LIEU OF END HOOKSNOTE:REINFORCEMENT SHOWN ON WALL ELEVATION(S),BOUNDARY REINFORCING DETAILS, AND OTHERSPECIFICALLY REFERENCED DETAILS SHALL TAKEPRECEDENCE OVER REINFORCEMENT SHOWN HERE.DOUBLE MATLAP SPLICELAP SPLICELAP SPLICE LAP SPLICECONCRETE INTERSECTIONCONCRETE CORNERCONCRETE ENDPROVIDE 90 DEG STDHOOK @ SHEAR WALLS(2) BARS TO MATCHWALL VERT REINF MIN(2) BARS TO MATCHWALL VERT REINF MIN(2) BARS TO MATCHWALL VERT REINF MINDOWELS TO MATCHSIZE & SPCG OFHORIZ REINF, TYPALT DOWEL DIRECTION@ INTERSECTIONSINGLE MATCONC REINF @ INTERSECTION1417-11-RC22 - S301NTS"SL" STEP LENGTH= 2 "SH""SH""SH""D" + "SL""D"DEPTH OF FTGFTG EL = SEE PLAN"SH" STEPHEIGHT TOP REINF WHERESHOWN PER PLAN"ls' LAP SPLICETYP"D" + "SL""SL" STEP LENGTH= 2 "SH""ls' LAP SPLICETYPSSSTEP LONG REINF TO MATCHLONG REINF SIZE & SPCGSTEP TRANS REINF TO MATCHTRANS REINF SIZE & SPCGFTG REINF PERPLAN & DETAILS"SH" STEPHEIGHT SSNOTE: "SH" = 1'-6" MAXLAP SPLICEDOWEL TO MATCHLONG REINF SIZE & SPCGPLANCALLOUTSTEP FOOTING1417-11-RC22 - S301NTSNOTES:1.PREPARATION OF THE SLAB SUBGRADE SHALL BE BASED ON THE GEOTECHNICAL INVESTIGATION REPORT ASREFERENCED IN THE FOUNDATION GENERAL NOTES. THE FOLLOWING INFORMATION IS FOR REFERENCE ONLY.A.OVER-EXCAVATION SHALL EXTEND 5 FEET BEYOND PERIMETER FOUNDATION, TO PROPERTY LINES OREXISTING IMPROVEMENTS, WHICHEVER IS LEAST.B.NATIVE MATERIALSa.SHALL BE OVER-EXCAVATED TO THE BOTTOM OF FOOTINGS OR CONCRETE FLATWORKSUB-GRADE ELEVATION, OR TO COMPETENT (STIFF) MATERIAL; WHICHEVER IS GREATEST.b.THE EXPOSED SURFACE SHALL BE SCARIFIED TO A DEPTH OF 6", MOISTURE CONDITIONED TO 3PERCENT OVER OPTIMUM MOISTURE CONTENT AND COMPACTED TO A MINIMUM RELATIVEDENSITY OF 90 PERCENT (ASTM D1557)C.ENGINEERED COMPACTED FILLa.REFER TO THE GEOTECHNICAL INVESTIGATION REPORT FOR RECOMMENDATIONS FORSTRUCTURAL FILLb.STRUCTURAL FILL SHALL BE PLACED IN HORIZONTAL LAYERS, EACH APPROXIMATELY 8" THICKBEFORE COMPACTION, AND SHOULD BE CONDITIONS WITH WATER TO PRODUCE A SOIL WATERCONTENT NEAR OPTIMUM MOISTURE AND COMPACTED TO A MINIMUM RELATIVE DENSITY OF 90PERCENT (ASTM D1557)D.4" THICK, CLEAN FREE-DRAINING MATERIAL SUCH AS 12" COARSE AGGREGATEE.REFER TO GEOTECH REPORT AND ARCH DRAWINGS FOR VAPOR BARRIER. INSTALL PER MANUFACTURER'SRECOMMENDATIONS FOR SEALING OF PENETRATIONS, JOINTS AND EDGES.a.VAPOR BARRIER IS NOT TO BE PUNCTURED DURING CONSTRUCTION OF SLAB ON GRADE.F.2" THICK OPTIONAL SAND LAYER, SHALL BE LIGHTLY MOISTENED PRIOR TO PLACING CONCRETE.THICKNESS PER PLANVAPOR BARRIER (SEE NOTE 1E)FREE DRAINING MATERIAL (SEE NOTE 1D)STRUCTURAL COMPACTEDFILL (SEE NOTE 1C)WIDTH(SEE NOTE 1A)NATIVE FILL(SEE NOTE 1B)1-12" CLR CVR @ 4" SLAB2" CLR CVR @ 5"+ SLABFIN GRADEPERPLAN11 T.O. SLABEL = PER PLAN12SLAB PER PLANSLAB ON GRADE EDGE AND SUBGRADE PREP1417-11-RC22 - S301NTSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S301.dwg, S301, Mar 31, 2025 4:32pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-301TYPICAL CONCRETE DETAILS1222324213233343 "ls' LAP SPLICETYP"SH""SH""SL" STEP LENGTH= 2 "SH""ls' LAP SPLICETYPSBTOP REINF PER PLAN, WOFTG REINF PERPLAN & DETAILSNOTE: "SH" = 1'-6" MAXBOT OF FTGEL = PER PLAN"ld' DEV LENGTH TYPTOP OF FFEL = PER PLANSBSBSBSTEP LONG REINF TOMATCH LONG REINFSIZE & SPCGBOT OF FTGEL = PER PLANPLANCALLOUTSTEPPED FOOTING (BOTTOM ONLY)1417-11-RC22 - S302NTSSOG PER PLANEXPANSION JT2"8"12" MIN (2) #4 CONT4"MIN112" CLRCOVER @ 4"LAP SPLICE#4 @ 12" EWBEND AS REQD#4 NOSING BAR TYP,PROVIDE 1 12" MIN COVEREQEQ LAPSPLICESTD HOOK#4 CONTWHEREADJACENTWALL OCCURSRISER, TYP2"CLRWATERSTOP @INT STAIRDOWELS TO MATCH SIZE & SPCG OFNOSING BAR, ALTERNATIVELY, DOWELSMAY BE EPOXIED WITH SIMP 'SET-XP' W/4" MIN EMBED (ICC-ESR 2508)NOTE: REFER TO ARCH / CIVIL DRAWINGS FOR LOCATION OF STAIRS AND NUMBER OF RISERSCMU WALL,REFER TOWALL SCHEDFOR REINFSTD HOOKEQEQ LAPSPLICERISER, TYPCONC STAIRS ON GRADE1417-11-RC22 - S302NTS4" MINTYP3" MIN TYPRE-ENTRANT CORNERISOLATION JT @ EACOL THRU SLABCONTRACTION/CONTROLOR CONSTR JT STRAIGHT &CONT NOT STGRJT SPCG 5'-0" MIN 36 x " t ", 18'-0" MAX L/W = 2 MAX(2) DIAGONAL ADDBARS AT RE-ENTRANTCORNER(2) DIAG ADD BARS @RE-ENTRANT CORNER" W "CONTRACTION JT AREAS SHOULDBE SQUARE OR RECTANGULAR,NOT "L" OR "T" SHAPED.CONTRACTION JOINT18" THK SAW-CUT ORPREMOLDED INSERTSLAB DEPTH, " t "CONSTRUCTION JOINT (TYPICAL)18" THK SAW-CUTSLAB DEPTH, " t " "t"/4 34"" t "/4 " t "/2 13ISOLATION JOINTISOLATION JTNOTES:1.IF SAW CUT CONTRACTION OR CONTROL JOINT IS USED, SAW-CUT WITHIN 24 HOURS. EARLY ENTRY SAWS MAY BE USED WITHIN 1-4 HOURS OF POUR, AND CONVENTIONAL SAWS 4-12 HOURS OF POUR DEPENDING ON WEATHER.2.FILL CONTRACTION JOINT WITH AN ELASTOMERIC JOINT COMPOUND RATED FOR ITS USE. FOR INDUSTRIAL FLOORS SUBJECTED TO HARD WHEELED TRAFFIC, USE SEALANTS RATED FOR SUCH APPLICATIONS BY THE MANUFACTURER.3.DOWELS IN INDUSTRIAL FLOOR APPLICATIONS SHOULD BE SMOOTH ALIGNED, AND SUPPORTED SO THEY WILLREMAIN PARALLEL IN BOTH HORIZONTAL AND VERTICAL PLANES DURING PLACING AND FINISHING.4.IN STEEL AND/OR CONC. BUILDINGS DO NOT POUR DIAMOND UNTIL STRUCTURAL STEEL AND CONCRETE ABOVE HAS BEEN INSTALLED.COLUMN ISOLATION JOINTWALL PER PLANELASTOMERICJT SEALANTPRE-FORMED JT FILLERCONC REINFPER PLANSLAB SUBGRADEPREP PER 53/-SLAB SUBGRADEPREP PER 53/-ISOLATION JT AROUNDEQUIPMENT FOUNDATIONSCONTRACTION ORCONSTRUCTION JTCOL PER PLANBASE PL, WOFILL AROUND COLAFTER FLOOR IS CASTCONC REINFPER PLAN℄ COL" t "/4SLAB ON GRADE JOINTS1417-11-RC22 - S302NTSBOT OF FTGEL = PER PLAN"ls' LAP SPLICETYPPIPE ØTOP REINF PER PLAN & TYP DETAILS12"12"FTG DEPTH PER PLAN PIPE Ø + 4" 3" CLR21 6" MIN "d/3" MAX SLEEVE OPNG'S SHALL ONLY OCCUR IN MIDDLE THIRD "d/3" "d" @ PENETRATION 6" MIN "d/3"BOT REINF PER PLAN &TYP DETAILSDOWELS TO MATCHTYP REINF SIZE & SPCGPIPE SLEEVE, SLEEVE SHALL BE (2) SIZESLARGER THAN PIPE ØSLEEVE THROUGH FOUNDATION (SLAB TURN-DOWN)1417-11-RC22 - S302NTS1SEE PLAN 6" MAXSLAB SUBGRADE PREPPER DETAIL 42/S-30112"31" CLR THICKNESS PER PLAN CONC REINFPER PLANT.O. SLABEL = PER PLANCONC #4 @ STEPSLAB ON GRADE DEPRESSION0256-03-CU20 - S302 - 23NTSLAP SPLICE, TYPSEE PLAN 1'-0" MAX1'-0"LAP SPLICE, TYP210"DOWELS TO MATCHSIZE & SPCGSTD HOOK#4 NOSING BARSTEP, WO#4 BARS @ 18" OC (2 MIN PER STEP)ALTERNATIVELY, BARS MAY BE EPOXIED W/SIMP SET-XP (ICC-ESR 2508) W/ 2" EMBEDCURB, WO, W/ #4 @18" OC(VERT) & # 4 @ TOP (HORIZ)SOG PER PLANSTEP IN CONCRETE SLAB ON GRADE1417-11-RC22 - S302NTS1'-6"MIN9"FTG PIPEBACKFILLPER SPECSTRENCH EXCAVATION,TYP21 PIPEBOT OF TRENCH EXCAVATION SHALLNOT EXTEND BELOW THIS LINE UNLESSAPPROVED BY THE GEOTECHNICALENGINEERGRADENOTES:1.CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONSWITH BUILDING FOUNDATION REQUIREMENTS.2.IF REQUIREMENTS AS SHOWN CANNOT BE MET STEPFOOTING PER TYPICAL "STEPPED FOOTING" DETAILSPIPES PARALLEL TO FOOTINGS1417-11-RC22 - S302NTS12S-30243S-301PIPES PERPENDICULAR TO FOOTINGS W/ STEM WALL1417-11-RC22 - S302NTS3'-0" MAX(SEE NOTE #1)4"MIN6" MIN1'-6" MINSLEEVE3D MIN"D"Ø OF SLEEVESTEM WALLFOOTINGNO PIPES PERMITTED IN THIS AREAELEVATIONSECTIONNOTES:1.FOOTINGS SHALL BE STEPPED PER DETAIL 12/S-302 & 43/S-301 SO THAT THIS DIMENSION DOES NOT EXCEED 3'-0".2.CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS WITH BUILDING FOUNDATION REQUIREMENTS.3.TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE OR 3-SACK SLURRY BEFORE POURING FOOTING.CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH.4.PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU OF SLEEVING.5.CONDUIT MAY BE RUN THRU STEM OR ENCASEMENT UNDER FOOTING WITHOUT SLEEVES OR FOAM WRAP.2"SLEEVE 2" LARGERTHAN OD OF PIPE(SEE NOTE #4)PIPES PERPENDICULAR TO FOOTINGS1417-11-RC22 - S302NTS3'-0" MAX(SEE NOTE #1)4" MIN6" MIN1'-6" MINSLEEVE3D MINDØ OF SLEEVESOG PER PLANSOG PER PLANFOOTINGFOR PIPES IN THIS AREA SEE DETAIL 43/-ELEVATIONSECTIONNOTES:1.FOOTINGS SHALL BE STEPPED PER DETAIL 12/S-302 & 43/S-301 SO THAT THIS DIMENSION DOES NOT EXCEED 3'-0".2.TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE OR 3-SACK SLURRY BEFORE POURING FOOTING.CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH.3.PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU OF SLEEVING.4.CONDUIT MAY BE RUN THRU STEM OR ENCASEMENT UNDER FOOTING WITHOUT SLEEVES OR FOAM WRAP.STEM WALLWIDEN FTG FOR VERTPIPE & CONDUITPENETRATIONCONC OR SLURRYPER 52/- OR 53/-9" MINTYPD, ØOF SLEEVE3 x DTYPSLEEVE 2" LARGERTHAN OD OF PIPE(SEE NOTE 1)#4 T&B24246"MINNOTES:1.PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEUOF SLEEVING.2.CONDUIT MAY BE ROUTED UP THROUGH FOOTINGWITHOUT SLEEVES OR FOAM WRAP.AELEVATIONAPLANTYPICAL VERT PIPES OR COND THROUGH FOOTING1417-11-RC22 - S302NTSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S302.dwg, S302, Mar 31, 2025 4:33pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-302TYPICAL CONCRETE DETAILS11412232421323334312 SITE WALL BEHIND SITE WALL1417-11-RC22 - S303 - 11NTSNOTES: (#)1.SEE FOUNDATION PLAN AND NOTES2.REFER TO PROJECT SOILS REPORT11RETAINING WALLOR SITE WALL WOPER CIVIL &LANDSCAPE30" MIN BELOW LOWEST ADJ GRADE (2)RETAINING WALLOR SITE WALL WOPER CIVIL &LANDSCAPENON-BEARING WALL ANCHORAGE @ SOG1417-11-RC22 - S303 - 12NTS2x PT SILL PL W/ 0.157" Ø "PDPA" POWDERACTUATED FASTENER @ 32" OC (ICC-ESR 2138)CONC SOGPER PLANNON-BRG STUDPARTITION WALLCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S303.dwg, S303, Mar 31, 2025 4:33pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-303TYPICAL CONCRETE DETAILS114122324213233343122131 FENCE POST CONN @ 12" CONC WALL1417-11-RC22 - S311 - 231/2" = 1'-0"3'-0" MIN EMBED (3) #3 TIES @ TOP2" CLRMIN TYPADDL (4) #5 VERTBARS @ FENCE POSTCONC WALL. REINF NOTSHOWN FOR CLARITY#3 TIES @ 6" OCCONC FTG. REINF NOTSHOWN FOR CLARITYFENCE POST PERLANDSCAPE2" MINCLR TYPTIES PER SECTIONFENCE POST PER LANDSCAPEVERT BARS PER SECTION1'-0"3" CLRSTD 90° HOOK TYP12" MAX 10'-0" TOTAL MAX FENCE POST CONN @ 18" CONC WALL1417-11-RC22 - S311 - 131/2" = 1'-0"3'-0" MIN EMBED (3) #3 TIES @ TOP10'-0" MAX 2" CLRMIN TYPADDL (4) #6 VERTBARS @ FENCE POST#3 TIES @ 9" OCCONC FTG. REINF NOTSHOWN FOR CLARITY1'-6"FENCE POST PERLANDSCAPE2" MINCLR TYPTIES PER SECTIONFENCE POST PER LANDSCAPEVERT BARS PER SECTION12" MAX 3" CLRSTD 90° HOOK TYPFREESTANDING CONC WALL - TYPE C1417-11-RC22 - S311 - 431/2" = 1'-0"3" CLR 3'-0" MAX3"CLR2"CLR#5 @ 18" OC T&B#5 @ 8"1'-3"1'-0"#5 @ 18"12" CONC WALL#5 @ 8"OC T&BROUGHEN JOINT TO14" AMPLITUDELAP SPLICE 2"CLR1'-0"5'-6"FENCE POST PER LANDSCAPE,REFER TO DETAIL 23/- FORCONN TO CONC WALL10'-0" TOTAL MAX#5 @ 8" OCHORIZ REINF#5 @ 8" OC REINF W/90° HOOK EA END6"STD 90° HOOK, TYPPROPERTY LINEPROVIDE 34" x 14" SMOOTH ROUNDDOWEL @ 12" OC CEN IN POST-TENSIONEDSLAB & LIGHTLY GREASED ON (1) SIDE(ALT: PROVIDE SPEED DOWEL)PAVING PER LANDSCAPEFREESTANDING CONC WALL - TYPE D1417-11-RC22 - S311 - 331/2" = 1'-0"3" CLR 3'-0" MAX3"CLR2" CLR#5 @ 18" OC T&B#5 @ 8"1'-3"1'-0"#5 @ 16"12" OR 18" CONC WALL#5 @ 8" OC T&BROUGHEN JOINT TO14" AMPLITUDELAP SPLICE 2"CLR1'-9"1'-9"1'-0"4'-6"FENCE POST PER LANDSCAPE,REFER TO DETAIL 23/- FORCONN TO CONC WALL10'-0" TOTAL MAX#5 @ 8" OCHORIZ REINF#5 @ 8" OC REINF W/90° HOOK EA END3"CLRSTD 90° HOOK, TYP6"PROVIDE 34" x 14" SMOOTH ROUNDDOWEL @ 12" OC CEN IN POST-TENSIONEDSLAB & LIGHTLY GREASED ON (1) SIDE(ALT: PROVIDE SPEED DOWEL)PAVING PER LANDSCAPETOE-LESS CONC RETAINING WALL @ COURT1417-11-RC22 - S311 - 221/2" = 1'-0"* FOR K < 2'-0" tkey = 12" FOR K > 2'-0" tkey = 18"WALLTYPEHw1d ftgkt stem(IN)CWREINFStoe2S heel3MAXTOPBOTTOMWALLTLTLHORIZVERTG3'-0"1'-3"1'-6"125'-3"6'-3"#5 @ 8"#5 @ 18"#5 @ 8"#5 @ 18"#5 @ 18"#5 @ 8"1'-0"3'-0"G5'-0"1'-3"2'-6"129'-0"10'-0"#5 @ 8"#5 @ 18"#5 @ 8"#5 @ 18"#5 @ 18"#5 @ 8"1'-0"5'-0"G3'-0"1'-3"1'-6"185'-0"6'-6"#5 @ 8"#5 @ 18"#5 @ 8"#5 @ 18"#5 @ 16"#5 @ 8"1'-0"3'-0"G5'-0"1'-3"2'-6"189'-0"10'-6"#5 @ 8"#5 @ 18"#5 @ 8"#5 @ 18"#5 @ 16"#5 @ 8"1'-0"5'-0"POST-TENSIONEDCONC SLAB BY OTHERSFIN GRWALL DRAIN PIPE PER CIVIL DWGS.WHERE DRAINAGE NOT PROVIDED,PROVIDE WEEP HOLESROUGHEN JT TO14" AMPLITUDEWRAP PERMEABLE MATERIALS BEHINDRETAINING WALLS IN A FILTER FABRICAS REQD BY GEOTECH" k "" W "3"CLR3" CLRCONC KEY WHERESPECIFIED IN SCHED BEL"C"(IF C < 2'-0", PROVIDE STD 90° HOOK)#5 @ 8" OC REINF W/90° HOOK EA END2"CLR"V" REINF"H" REINF2" Ø SLOPED WEEP HOLE @ 10'-0" OC ORCLOSER SPCG IF SPECIFIED IN SOILS REPORT(IF NO DRAINAGE BEHIND WALL, PROVIDEWIRE MESH ON BACKSIDE)" hw"NOTES:1.INDICATES MAXIMUM HEIGHT OF WALL. NOTE THAT ACTUAL T.O. WALL SHALL BE AS INDICATED ON THE CIVIL DRAWINGS.2.INDICATES MINIMUM AMOUNT OF SOIL OVER FOOTING TOE. NOTE THAT THE ACTUAL GRADING ELEVATIONS SHALL BE AS INDICATED ON THE CIVIL DRAWINGS.3.INDICATES MAXIMUM HEIGHT OF RETAINED SOIL. NOTE THE ACTUAL GRADING ELEVATIONS SHALL BE AS INDICATED ON THE CIVIL DRAWINGSLAP SPLICE DOWEL TO MATCH SIZE &SPCG OF VERT WALL REINFSTD 90° HOOK, TYP"L" REINF, TOP"T" REINF, TOP"T" REINF, BOT"L" REINF, BOT"t" key"d ftg "S" toe "S" heel MAX#5 @ 8" OCHORIZ REINFWATERPROOFING PERARCH, WHERE SPECIFIEDPERMEABLE MATERIALPROPERTY LINE"tstem"10'-0" MAX FENCE POST PER LANDSCAPE,REFER TO DETAIL 13/- FORCONN TO CONC WALLPROVIDE 34" x 14" SMOOTH ROUND DOWEL @ 12" OCCEN IN POST-TENSIONED SLAB & LIGHTLY GREASED ON(1) SIDE (ALT: PROVIDE SPEED DOWEL)1" COMPRESSIBLEMATL BY OTHERSLAPSPLICECONC RETAINING WALL @ COURT1417-11-RC22 - S311 - 321/2" = 1'-0"* FOR K < 2'-0" tkey = 12" FOR K > 2'-0" tkey = 18"FIN GRWALL DRAIN PIPE PER CIVIL DWGS.WHERE DRAINAGE NOT PROVIDED,PROVIDE WEEP HOLESROUGHEN JT TO14" AMPLITUDEWRAP PERMEABLE MATERIALS BEHINDRETAINING WALLS IN A FILTER FABRICAS REQD BY GEOTECH" k "" W "3"CLR3"CLR110 CONC KEYWHERESPECIFIED INSCHED BEL"C"(IF C < 2'-0", PROVIDE STD 90° HOOK)2"CLR"V" REINF"H" REINF2" Ø SLOPED WEEP HOLE @ 10'-0" OC ORCLOSER SPCG IF SPECIFIED IN SOILS REPORT(IF NO DRAINAGE BEHIND WALL, PROVIDEWIRE MESH ON BACKSIDE)" hw"NOTES:1.INDICATES MAXIMUM HEIGHT OF WALL. NOTE THAT ACTUAL T.O. WALL SHALL BE AS INDICATED ON THE CIVIL DRAWINGS.2.INDICATES MINIMUM AMOUNT OF SOIL OVER FOOTING TOE. NOTE THAT THE ACTUAL GRADING ELEVATIONS SHALL BE AS INDICATED ON THE CIVIL DRAWINGS.3.INDICATES MAXIMUM HEIGHT OF RETAINED SOIL. NOTE THE ACTUAL GRADING ELEVATIONS SHALL BE AS INDICATED ON THE CIVIL DRAWINGSLAP SPLICE DOWEL TO MATCH SIZE &SPCG OF VERT WALL REINF"ld"IF "ld" CAN'T BE ACHEIVED,PROVIDE STD 90° HOOK"L" REINF, TOP"T" REINF, TOP"T" REINF, BOT"L" REINF, BOT" B ""t" key"d ftg "S" toe "S" heel MAXWALLTYPEHw1d ftgkt stem(IN)BCWREINFStoe2S heel3MAXTOPBOTTOMWALLTLTLHORIZVERTF3'-0"1'-3"1'-9"122'-2"2'-2"5'-3"#5 @ 8"#5 @ 18"#5 @ 8"#5 @ 18"#5 @ 18"#5 @ 8"1'-0"3'-0"F5'-0"1'-3"2'-9"122'-9"2'-9"6'-6"#5 @ 8"#5 @ 18"#5 @ 8"#5 @ 18"#5 @ 18"#5 @ 8"1'-0"5'-0"F3'-0"1'-3"1'-9"181'-11"1'-10"5'-3"#5 @ 8"#5 @ 18"#5 @ 8"#5 @ 18"#5 @ 16"#5 @ 8"1'-0"3'-0"F5'-0"1'-3"2'-9"182'-9"2'-9"7'-0"#5 @ 8"#5 @ 18"#5 @ 8"#5 @ 18"#5 @ 16"#5 @ 8"1'-0"5'-0"#5 @ 8" OCREINF W/ 90°HOOK EA END#5 @ 8" OCHORIZ REINFWATERPROOFING PERARCH, WHERE SPECIFIEDPERMEABLE MATERIAL"tstem"10'-0" MAX FENCE POST PER LANDSCAPE,REFER TO DETAIL 13/- FORCONN TO CONC WALL1" COMPRESSIBLEMATERIALS BY OTHERSPOST-TENSIONEDCONC SLAB BY OTHERSPROVIDE 34" x 14" SMOOTH ROUND DOWEL @ 12" OCCEN IN POST-TENSIONED SLAB & LIGHTLY GREASEDON (1) SIDE (ALT: PROVIDE SPEED DOWEL)LAPSPLICELAPSPLICE ROUGHEN JT TO 14"AMPLITUDE, WODOWELS TO MATCH SIZE &SPCG OF VERT WALL REINF W/STD 90° HOOKS @ END, WOHEEL-LESS CONC RETAINING WALL @ COURT1417-11-RC22 - S311 - 421/2" = 1'-0"* FOR K < 2'-0" tkey = 12" FOR K > 2'-0" tkey = 18"FINISH SURFACE PERARCH & LANDSCAPEFIN GRROUGHEN JT TO14" AMPLITUDE" k "" W "3"CLR3"CLRCONC KEY WHERESPECIFIED IN SCHED BEL2"CLR"V" REINF"H" REINF2" Ø SLOPED WEEP HOLE @ 10'-0" OC ORCLOSER SPCG IF SPECIFIED IN SOILS REPORTOR PER CIVIL. PROVIDE WIRE MESH ONBACKSIDE" hw"NOTES:1.INDICATES MAXIMUM HEIGHT OF WALL. NOTE THAT ACTUAL T.O. WALL SHALL BE AS INDICATED ON THE CIVIL DRAWINGS.2.INDICATES MINIMUM AMOUNT OF SOIL OVER FOOTING TOE. NOTE THAT THE ACTUAL GRADING ELEVATIONS SHALL BE AS INDICATED ON THE CIVIL DRAWINGS.3.INDICATES MAXIMUM HEIGHT OF RETAINED SOIL. NOTE THE ACTUAL GRADING ELEVATIONS SHALL BE AS INDICATED ON THE CIVIL DRAWINGSLAP SPLICE DOWEL TO MATCH SIZE &SPCG OF VERT WALL REINFSTD 90° HOOK, TYP"L" REINF, TOP"T" REINF, TOP"T" REINF, BOT"L" REINF, BOT" B ""d ftg "S" toeWALLTYPEHw1d ftgkt stem(IN)BWREINFStoe2S heel3MAXTOPBOTTOMWALLTLTLHORIZVERTB4'-0"1'-3"1'-6"123'-0"4'-0"#5 @ 8"#5 @ 18"#5 @ 8"#5 @ 18"#5 @ 18"#5 @ 8"1'-0"4'-0"B5'-0"1'-3"1'-9"123'-6"4'-6"#5 @ 8"#5 @ 18"#5 @ 8"#5 @ 18"#5 @ 18"#5 @ 8"1'-0"5'-0"B4'-0"1'-3"1'-6"183'-3"4'-9"#5 @ 8"#5 @ 18"#5 @ 8"#5 @ 18"#5 @ 16"#5 @ 8"1'-0"4'-0""t" key"S" heelMAXWATERPROOFING PERARCH, WHERE SPECIFIEDPERMEABLE MATERIALPROPERTY LINE"tstem"10'-0" TOTAL MAX FENCE POST PER LANDSCAPE,REFER TO DETAIL 23/- FORCONN TO CONC WALLFIN GR#5 @ 8" OCHORIZ REINF#5 @ 8" OC REINFW/ 90° HOOK EA ENDWIRE MESHLAPSPLICECONC SOGPER PLANLAP SPLICEINTERIORGRADE BM PERPLAN & REINFPER PLANGRADE BM PERPLAN & REINFPER PLANEXTERIORDOWELS TO MATCH SOGREINF SIZE & SPCGGRADE BEAM1417-11-RC22 - S311 - 12NTSTHICKNESS PER PLAN DEPTH PER PLANWIDTH PER PLAN3" CLRTYPFINISH GRADEOR FLATWORKWIDTH PER PLAN3" CLRTYPVAPOR BARRIERTERMINATION PERARCH AND MFRTHICKNESS PER PLAN DEPTH PER PLAN CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S311.dwg, S-311, Mar 31, 2025 4:34pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-311CONCRETE DETAILS1222324213233343 * FOR K < 2'-0" tkey = 12" FOR K > 2'-0" tkey = 18"WALLTYPEHw1d ftgkt stem(IN)BCWREINFStoe2S heel3MAXTOPBOTTOMWALLTLTLHORIZVERTK4'-4"1'-3"2'-0"181'-6"2'-0"4'-6"#5 @ 8"#5 @ 18"#5 @ 8"#5 @ 18"#5 @ 16"#5 @ 8"1'-0"4'-0"K4'-4"1'-3"2'-0"121'-9"1'-9"4'-6"#5 @ 8"#5 @ 18"#5 @ 8"#5 @ 18"#5 @ 18"#5 @ 8"1'-0"4'-0"CONC RETAINING WALL1417-11-RC22 - S312 - 421/2" = 1'-0"FINISH SURFACE PERARCH & LANDSCAPEFIN GRWALL DRAIN PIPE PER CIVIL DWGS.WHERE DRAINAGE NOT PROVIDED,PROVIDE WEEP HOLESROUGHEN JT TO14" AMPLITUDEWRAP PERMEABLE MATERIALS BEHINDRETAINING WALLS IN A FILTER FABRICAS REQD BY GEOTECH" k "" W "3"CLR3"CLR110CONC KEYWHERESPECIFIED INSCHED BEL"C"(IF C < 2'-0", PROVIDE STD 90° HOOK)90° HOOK2"CLR"V" REINF"H" REINF2" Ø SLOPED WEEP HOLE @ 10'-0" OC ORCLOSER SPCG IF SPECIFIED IN SOILS REPORT(IF NO DRAINAGE BEHIND WALL, PROVIDEWIRE MESH ON BACKSIDE)LAP SPLICE" hw"NOTES:1.INDICATES MAXIMUM HEIGHT OF WALL. NOTE THAT ACTUAL T.O. WALL SHALL BE AS INDICATED ON THE CIVIL DRAWINGS.2.INDICATES MINIMUM AMOUNT OF SOIL OVER FOOTING TOE. NOTE THAT THE ACTUAL GRADING ELEVATIONS SHALL BE AS INDICATED ON THE CIVIL DRAWINGS.3.INDICATES MAXIMUM HEIGHT OF RETAINED SOIL. NOTE THE ACTUAL GRADING ELEVATIONS SHALL BE AS INDICATED ON THE CIVIL DRAWINGSLAP SPLICE DOWEL TO MATCH SIZE &SPCG OF VERT WALL REINF"ld"IF "ld" CAN'T BE ACHEIVED,PROVIDE STD 90° HOOK"L" REINF, TOP"T" REINF, TOP"T" REINF, BOT"L" REINF, BOT" B ""t" key"d ftg "S" toe "S" heelMAX GUARD POST ANCHORAGE1417-11-RC22 - S312 - 13NTS3" MAX 1'-0" 2" TYP316 CL POST & CONC WALL#4 x 6'-0" DOWEL T&B ESCENTERED ON SLEEVE, TYPSTL POST PER ARCHSTD PIPE SLEEVE PER SCHED(FILL W/ NON-SHRINK GROUT)18" CAP PL ( 12" MIN LARGER ØTHAN SLEEVE OD)MIN WALL THKPER SCHEDPOSTODSTD PIPESLEEVEMINWALLTHK1.9"4.50"8"2.38"5.56"10"2.88"5356"10"3.50"6.63"10"FENCE FOOTING1417-11-RC22 - S312 - 221/2" = 1'-0"FENCE HEIGHT (6) #5 VERT BARS(3) #3 TIES @ TOP OF FTG3" CLR.MIN. TYP.8-12" OVERLAP1'-6"3"D=1-12" DIABEND#3 TIE REINF @ 6" OC, TYP. IN LIEU OFINDIVIDUAL TIES, # 3 SPIRALS MAY BEUSED W/ 3" PITCH FOR THE FIRST TWOSPIRAL DIAMETERS & 6" PITCH TO THEBOT OF FTG MAINTINING SPECIFIEDCOVER.FENCE POST PERLANDSCAPE6" MIN12" MAX STAGGER HOOK AT ALT TIES135 DEG SEISMIC HOOK AT EAEND OF TIE#3 TIE REINF @ 6" OC, TYPEXTEND FTG & REINF @LANDSCAPING, WO.SLOPE AWAY FROM POSTFINISHED SURFACEPER LANDSCAPE(POST-TENSIONEDCONC SLAB, WO)FENCE HEIGHTEMBED7'-0"6'-0"10'-0"7'-0"12'-0"8'-0"PER SCHED BONDBREAKER PERPOST-TENSIONED CONCSLAB DRAWINGS, WOFENCE HEIGHT FENCE POST PERLANDSCAPEEXTEND FTG & REINF @LANDSCAPING, WO.SLOPE AWAY FROM POSTPOST-TENSIONEDCONC SLAB BY OTHERSBONDBREAKER PERPOST-TENSIONED CONCSLAB DRAWINGS, WOAT FLATWORKPER SCHEDAT THICKENED POST-TENSIONEDCONC SLAB EDGEFINISH SURFACE PERARCH & LANDSCAPEPROVIDE 34" x 14" SMOOTH ROUNDDOWEL @ 12" OC CEN IN POST-TENSIONEDSLAB & LIGHTLY GREASED ON (1) SIDE(ALT: PROVIDE SPEED DOWEL)SEE DETAIL BEL FORPOLE FTG & REINF* FOR K < 2'-0" tkey = 12" FOR K > 2'-0" tkey = 18"WALLTYPEHwd ftgkt stem(IN)BCWREINFStoeS heelMAXTOPBOTTOMWALLTLTLHORIZVERTE4'-6"1'-3"2'-0"82'-0"1'-7"4'-3"#5 @ 8"#5 @ 18"#5 @ 8"#5 @ 18"#4 @ 12"#5 @ 8"1'-0"4'-0"E5'-6"1'-3"2'-6"82'-6"1'-10"5'-0"#5 @ 8"#5 @ 18"#5 @ 8"#5 @ 18"#4 @ 12"#5 @ 8"1'-0"5'-0"E7'-6"1'-3"3'-6"83'-9"3'-1"7'-6"#5 @ 8"#5 @ 18"#5 @ 8"#5 @ 18"#4 @ 12"#5 @ 8"1'-0"7'-0"CONC RETAINING WALL1417-11-RC22 - S312 - 221/2" = 1'-0"" B "" k "" W "3"CLR3" CLR " hw "EQ"t"stem110CONC KEYWHERESPECIFIED INSCHED BEL" C "(IF C < 2'-0", PROVIDE STD 90° HOOK)LAP SPLICE 2" CLR "S" heel MAX 1"CLR"t"key*WATERPROOFING PERARCH, WHERE SPECIFIEDPERMEABLE MATERIAL"V" REINF"H" REINFROUGHEN JT TO14" AMPLITUDEWALL DRAIN PIPE PER CIVILDWGS. WHERE DRAINAGENOT PROVIDED, PROVIDE WEEPHOLESWRAP PERMEABLE MATERIALSBEHIND RETAINING WALLS IN AFILTER FABRIC AS REQD BYGEOTECH#5 @ 8" OC90° HOOK"L" REINF, TOP"T" REINF, TOP"L" REINF, BOTEQ(2) "H" BARS CONT AT TOWFIN GR"d" ftg "S" toe "ld""T" REINF, BOTFINISH SURFACE PERARCH AND LANDSCAPE#5 @ 8"IF "ld" CAN'T BE ACHIEVED,PROVIDE STD 90° HOOKLAP SPLICEDOWEL TO MATCH SIZE &SPCG OF VERT WALL REINFWALLTYPEHw1d ftgkt stem(IN)BCWREINFStoe2S heel3MAXTOPBOTTOMWALLTLTLHORIZVERTH8'-6"1'-3"3'-6"124'-8"4'-8"10'-3"#5 @ 8"#5 @ 18"#5 @ 8"#5 @ 18"#5 @ 18"#6 @ 8"1'-6"8'-6"CONC RETAINING WALL @ PLAYGROUND1417-11-RC22 - S312 - 121/2" = 1'-0"* FOR K < 2'-0" tkey = 12" FOR K > 2'-0" tkey = 18"FINISH SURFACE PERARCH & LANDSCAPEFIN GRWALL DRAIN PIPE PER CIVIL DWGS.WHERE DRAINAGE NOT PROVIDED,PROVIDE WEEP HOLESROUGHEN JT TO14" AMPLITUDEWRAP PERMEABLE MATERIALS BEHINDRETAINING WALLS IN A FILTER FABRICAS REQD BY GEOTECH" k "" W "3"CLR3" CLR 110CONC KEYWHERESPECIFIED INSCHED BEL"C"(IF C < 2'-0", PROVIDE STD 90° HOOK)2"CLR"V" REINF"H" REINF2" Ø SLOPED WEEP HOLE @ 10'-0" OC ORCLOSER SPCG IF SPECIFIED IN SOILS REPORT(IF NO DRAINAGE BEHIND WALL, PROVIDEWIRE MESH ON BACKSIDE)" hw"NOTES:1.INDICATES MAXIMUM HEIGHT OF WALL. NOTE THAT ACTUAL T.O. WALL SHALL BE AS INDICATED ON THE CIVIL DRAWINGS.2.INDICATES MINIMUM AMOUNT OF SOIL OVER FOOTING TOE. NOTE THAT THE ACTUAL GRADING ELEVATIONS SHALL BE AS INDICATED ON THE CIVIL DRAWINGS.3.INDICATES MAXIMUM HEIGHT OF RETAINED SOIL. NOTE THE ACTUAL GRADING ELEVATIONS SHALL BE AS INDICATED ON THE CIVIL DRAWINGSLAP SPLICE DOWEL TO MATCH SIZE &SPCG OF VERT WALL REINF"ld"IF "ld" CAN'T BE ACHEIVED,PROVIDE STD 90° HOOK"L" REINF, TOP"T" REINF, TOP"T" REINF, BOT"L" REINF, BOT" B ""t" key"d ftg "S" toe "S" heel (MAX)#5 @ 8" OCREINF W/ 90°HOOK EA END#5 @ 8" OCHORIZ REINFWATERPROOFING PERARCH, WHERE SPECIFIEDPERMEABLE MATERIAL"tstem"3'-6" MAX GUARDRAIL PER LANDSCAPE,REFER TO DETAIL 13/- FORCONN TO CONC WALL, WOLAP SPLICECITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S312.dwg, S-312, Mar 31, 2025 4:32pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-312CONCRETE DETAILS1222324213233343 8" CMU INTERIOR WALL FOUNDATION1417-11-RC22 - S321 - 313/4" = 1'-0"EQ.EQ.CMU WALL PER PLANDOWEL TO MATCHVERT WALL REINFWIDTH "W"PER PLANSOG PER PLANMIN EMBED BELOW PAD PER PLAN THICKNESS "T" PER PLANSEE DETAILFOR INFONOT SHOWN11-WHERE SPECIFIED BEL FFSOG PER PLANDOWEL TO MATCH SLABREINF SIZE & SPACINGFTG PER PLANOPTIONAL: POURTHICKENED EDGETO TOP OFFOOTINGSEE DETAILFOR INFONOT SHOWN11-8" CMU EXTERIOR WALL FOUNDATION1417-11-RC22 - S321 - 123/4" = 1'-0"WIDTH "W"PER PLANFINISH GRADE(EXT SLAB, WO)LINE OF CMU WALL BEYONDSOG PER PLANDOWEL TO MATCH SLABREINF SIZE & SPACINGFTG PER PLANOPTIONALCONSTRUCTIONJOINTOPTIONAL: POUR THICKENEDEDGE TO TOP OF FOOTINGNOTE: CONTRACTOR TO COORDT.O.F. SUCH THAT CMU COURSINGCORRESPONDS W/ FINISH FLOOREQEQCMU WALL PER PLANDOWEL TO MATCHVERT WALL REINFLAP SPLICESOG PER PLANDOWEL TO MATCH SLABREINF SIZE & SPACINGWIDTH "W"PER PLANTOP LONGITUDINAL "L"ADD BARS PER PLAN(WHERE OCCURS)BOT LONGITUDINAL"L" BARS PER PLANFTG PER PLAN2" CLR 3" CLR 2" CLR IF FORMED3" CLR IF CAST AGAINSTEARTH, TYP0" THICKNESS "T" PER PLAN HOOPS PER PLANMIN EMBED BELOW PAD PER PLAN FINISH GRADE(EXT SLAB, WO)LAP SPLICE ADD'L HORIZ REINF#5 CONT1'-0"8" CMU EXTERIOR WALL FOUNDATION1417-11-RC22 - S321 - 113/4" = 1'-0"CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S321.dwg, S321, Mar 31, 2025 4:34pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-321CMU FOUNDATION DETAILS112131411222324213233343 CMU RETAINING WALL1417-11-RC22 - S322 - 131/2" = 1'-0""d ftg"k "hw" (LOWER CMU)WALLTYPEWALLHwTOTALHwdftgkt stem(IN)BCWREINFStoeMINS heelMAXØMAXFTG TOPFTG BOTTOMWALLTLTLHORIZ "H"VERT "V"IFOFIFOFFINISH GRADE"t stem"12" CLR FROM IFOF CMU TO VERT BARWALL DRAIN PIPE PER CIVIL DWGS.WHERE DRAINAGE NOT PROVIDED,PROVIDE WEEP HOLESROUGHEN JT TO 14" AMPLITUDEWRAP PERMEABLE MATERIALS BEHINDRETAINING WALLS IN A FILTER FABRIC ASREQD BY GEOTECHDOWEL TO MATCH SIZE &SPCG OF VERT WALL REINF"B""W"3"CLR0"110"C"(IF C < 2'-0", PROVIDESTD 90° HOOK)3" CLR"t key*"3" CLR LAP SPLICE0"ØWATERPROOFING PERARCH WHERE SPECIFIEDPERMEABLE MATERIALDOWEL TO MATCH SIZE &SPCG OF VERT WALL REINFLAP SPLICE DOWEL TO MATCH SIZE &SPCG OF VERT WALL REINF0"LAP SPLICE LAP SPLICE STARTS @ 6" BTWN BARS LAP SPLICE "V" REINF "OF" LOWER CMU/CONC"H" REINF "OF" LOWER CMU/CONC"V" REINF "IF" LOWER CMU/CONC"H" REINF "IF" LOWER CMU/CONC"V" REINF "IF" UPPER CMU"H" REINF "IF" UPPER CMU(2) "H" BARSCONT, @ TOW"S toe" "hw" TOTAL "hw" (UPPER CMU)NOTES:1.INDICATES MAXIMUM HEIGHT OF WALL. NOTE THAT ACTUAL T.O. WALL SHALL BE AS INDICATED ON THE CIVIL DRAWINGS.2.INDICATES MINIMUM AMOUNT OF SOIL OVER FOOTING TOE. NOTE THAT THE ACTUAL GRADING ELEVATIONS SHALL BE AS INDICATED ON THE CIVIL DRAWINGS.3.INDICATES MAXIMUM HEIGHT OF RETAINED SOIL. NOTE THE ACTUAL GRADING ELEVATIONS SHALL BE AS INDICATED ON THE CIVIL DRAWINGS.4.SURCHARGE LOADING DUE TO FINISH SURFACE OR SOG BEHIND WALL NOT PERMITTED**WALLS SHALL BE BACKFILLED WITH "STRUCTURAL BACKFILL" PER GEOTECH REPORT. NATIVE SOILS ARE NOT PERMITTED AS BACKFILL." ld "CONC KEY WHERESPECIFIED INSCHED BELOW#5 @ 8" OC W/90° HOOK"T" REINF, BOT"L" REINF, BOT2" Ø SLOPED WEEP HOLE @ 10'-0" OC ORCLOSER SPCG IF SPECIFIED IN SOILSREPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE)"L" REINF, TOP16A**UPPERCMU8'-8"4'-8"1'-6"2'-6"84'-0"3'-0"8'-0"#5 @ 8"#5 @ 18"#5 @ 8"#5 @ 18"#4 @ 12"-#5 @ 8"-12"8'-0"29°LOWERCMU3'-0"12#4 @ 16"#4 @ 16"#6 @ 8"#6 @ 8""S heel " MAX"T" REINF, TOP* FOR K < 2'-0" tkey = 12" FOR K > 2'-0" tkey = 18"CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S322.dwg, S322, Mar 31, 2025 4:34pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-322MASONRY DETAILS22324213233343 213141 CIDH PILEPERPILE CAPTRAIL PATH PER CIVILPRE-FABRICATED BRIDGE PER MFR, (TOP OFCONC ELEV TO MATCH TOP OF BRIDGE ELEV)MIN 1" GAP PER MFR12-CONSTRUCTION JT,ROUGHEN SURFACE TO14" AMPLITUDE1'-0"(2) 112" Ø HEAVY HEXANCHOR BOLT, F1554 GR.105 @ EA BASE PL#5 @ 12" OCVERT BARS, EF#5 @ 12" OCHORIZ BARS, EF#4 TIES @ 6" OCOR(2) STIRRUP ADD BAR PERABUTMENT FDN PLAN @FIXED END ABUTMENT(8) #7 BARS TOPIN (2) LAYERS(10) #7 BARS BOTIN (2) LAYERS#7 BARS OF @6" OC MAX#7 BARS IF @6" OC MAXABUTMENT PILE CAP1417-11-RC22 - S331 - 433/4" = 1'-0"3"CLR4"6"PILE CAP THK3'-6" PILE CAP WIDTH0"3'-0" MINEMBED PER PLAN 2"CLR2"CLR STEP HT PER MFR(3'-1" ASSUMED)16" EMBED414"9""V" VERT REINF "H" HORIZ REINFWINGWALL REINF1417-11-RC22 - S331 - 133/4" = 1'-0"BRIDGE TYPEBRIDGE LENGTHMAX WINGWALLLENGTH "L"HORIZ"H"VERT"V"BRIDGE 01112'-9"8'-0"#6 @ 12"OC#6 @ 12"OCBRIDGE 0277'-5"9'-0"#6 @ 12"OC#6 @ 12"OCBRIDGE 0375'-0"20'-0"#8 @ 6"OC#8 @ 6"OCMAX WINGWALL LENGTH "L"PRE-FABRICATEDBRIDGE PER MFRPER PLAN PILE CLBRIDGE REACTIONS-DOWNWARD LOAD-UPWARD LOAD-P (LBS)H (LBS)L (LBS)DEAD LOAD16,600----UNIFORM LIVE LOAD17,400----VEHICLE LOAD9,700---- WIND UPLIFT WINDWARD 20PSF LEEWARD- 5,800- 2,100----WIND42±3,20010,200--THERMAL----2,500SEISMIC--±7,00027,40013,3001'-6" MIN @ 77'-5" BRIDGE2'-0" MIN @ 112'-9" BRIDGEPER PLAN3'-6"3'-6"EQEQSEE SECTIONEQEQSEE SECTION#4 STIRRUP ADD BARS AROUNDAB(S) @ FIXED END ABUTMENT75'-10 1516" @ 77'-5" BRIDGE110'-6 12" @ 112'-9" BRIDGE3" CLR TYP℄ ABUT℄ ABUT℄PILEBRIDGE REACTIONS-DOWNWARD LOAD-UPWARD LOAD-P (LBS)H (LBS)L (LBS)DEAD LOAD34,200----UNIFORM LIVE LOAD30,400----VEHICLE LOAD11,400---- WIND UPLIFT WINDWARD 20PSF LEEWARD- 10,000- 3,600----WIND32±6,20017,700THERMAL----4,800SEISMIC--±19,80067,50027,400"P" - VERTICAL LOAD EACH BASE PLATE (4 PER BRIDGE)"H" - HORIZONTAL LOAD EACH FOOTING (2 PER BRIDGE)"L" - LONGITUDINAL LOAD EACH BASE PLATE (4 PER BRIDGE)BRIDGE LIFTING WEIGHT: 52,300 LBS"P" - VERTICAL LOAD EACH BASE PLATE (4 PER BRIDGE)"H" - HORIZONTAL LOAD EACH FOOTING (2 PER BRIDGE)"L" - LONGITUDINAL LOAD EACH BASE PLATE (4 PER BRIDGE)BRIDGE LIFTING WEIGHT: 52,300 LBS77'-5" BRIDGE LOADING INFO112'-9" BRIDGE LOADING INFOABUTMENT FOUNDATION PLAN1417-11-RC22 - S331 - 223/4" = 1'-0"#4 STIRRUP ADD BARS AROUNDAB(S) @ FIXED END ABUTMENT11'-4" @ 77'-5" BRIDGE 11'-6" @ 112'-9" BRIDGE76'-10 1516" @ 77'-5" BRIDGE112'- 12" @ 112"-9" BRIDGECIDH PILEPERPILE CAPTRAIL PATH PER CIVILPRE-FABRICATED BRIDGE PER MFR, (TOP OFCONC ELEV TO MATCH TOP OF BRIDGE ELEV)MIN 1" GAPPER MFR12-CONSTRUCTION JT,ROUGHEN SURFACE TO14" AMPLITUDE1'-0"(2) 1" Ø HEAVY HEX ANCHORBOLT, F1554 GR. 105 @ EABASE PL#5 @ 12" OCVERT BARS, EF#5 @ 12" OCHORIZ BARS, EF#4 TIES @ 6" OCORSTIRRUP ADD BAR PERABUTMENT FDN PLAN @FIXED END ABUTMENT(6) #7 BARS TOPIN (2) LAYERS(8) #7 BARS BOTIN (2) LAYERS(3) #7 BARS OF(3) #7 BARS IFABUTMENT PILE CAP1417-11-RC22 - S331 - 423/4" = 1'-0"3"CLR4"6"PILE CAP THK3'-0"PILE CAP WIDTH0"3'-0" MINEMBED PER PLAN 2"CLR2"CLR STEP HT PER MFR(2'-4 12" ASSUMED)15" EMBED312"6"2'-0" DIAMETER"D"VERT BARS PER PILESCHED ON S-2113" CLR MIN, TYP 3" CLRMIN, TYPTOTAL LENGTH PER PILE SCHED ON S-211 "ldn" MIN4"3"ALL VERT BARSTO CONTINUEINTO PILE CAPPILE CAPSPIRAL PER PILESCHED ON S-211PROVIDE 90° STDHOOK, TYP (180° STDHOOK, ALT) USE 180°HOOKS AT BARSADJACENT TO PILEEDGES AS NEEDEDSPIRALS PER ELEV (NOTE THAT #4CIRCULAR HOOPS MAY BE USEDIN LIEU OF SPIRALS INSIDE PILECAP ONLY TO FACILITATEINSTALLATION OF PILE CAP BARS)ldh3" CLRMIN, TYPFOR LONG BAR INFO SEEDETAIL 42/S- FOR 77'-5" BRIDGEOR 43/S- FOR 112'-9" BRIDGEOR 32/S-332 FOR 75'-0" BRIDGEPILE DETAIL1417-11-RC22 - S331 - 123/4" = 1'-0"DEPTH TO FORMATIONAL MATERIAL VARIES (~3FT - 9 FT) PER GEOTECHNICAL REPORT MIN 5'-0" EMBEDMENT INTO FORMATIONAL MATERIAL PER GEOTECHNICAL REPORT REFER TO PILE SCHED ON S-211 S-331BRIDGE ABUTMENT DETAILS122242133343DRAFT - FOR B IDD INGPURPOSES ON LY CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01PRELIMINARYNOT FOR CONSTRUCTIONN:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S331.dwg, S331, Mar 31, 2025 4:34pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS - PRE-FABRICATEDBRIDGE PER MFRPER PLAN PILE CLBRIDGE REACTIONS-P (LBS)H (LBS)L (LBS)DEAD LOAD240.30----FUTURE WEARING SURAFCE (DW) = 25 PSF28.13----PEDESTRIAN LIVE LOAD (PL) = 0 PSF0.00----SNOW LOAD (PL) = 0 PSF0.00----HL-93 DESIGN VALUE MAX.ADTT = 150LL173.20----LL + IM214.72----P15 OWNER SPECIFIED VEHICLELL277.30----LL + IM346.62----NO OWNER SPECIFIED VEHICLELL0.00----LL + IM0.00----NO OWNER SPECIFIED VEHICLELL0.00----LL + IM0.00----NO OWNER SPECIFIED VEHICLELL0.00----LL + IM0.00----WIND LOAD (WS) (110 MPH)-22.5011.25--STREAM OVERTOPPING LOAD (WS) (0 FPS)0.000.00--THERMAL LOAD (TU)----30.20BRAKING FORCE (BR)----36.00SEISMIC LOAD (EQ)--141.38214.7412" MIN PER PLAN3'-6"3'-6"EQEQSEE SECTIONEQEQSEE SECTION#4 STIRRUP ADD BARS AROUNDAB(S) @ FIXED END ABUTMENT74'-0" @ 75'-0" BRIDGE3" CLR TYP℄ ABUT℄ ABUT℄PILE"P" - VERTICAL LOAD EACH FOOTING (2 PER BRIDGE)"H" - HORIZONTAL LOAD EACH FOOTING (2 PER BRIDGE)"L" - LONGITUDINAL LOAD EACH FOOTING (2 PER BRIDGE)ABUTMENT FOUNDATION PLAN1417-11-RC22 - S332 - 223/4" = 1'-0"#4 STIRRUP ADD BARS AROUNDAB(S) @ FIXED END ABUTMENTPER BRIDGE MFRCIDH PILEPERPILECAPTRAIL PATH PER CIVILPRE-FABRICATED BRIDGE PER MFR, (TOP OFCONC ELEV TO MATCH TOP OF BRIDGE ELEV)MIN 1" GAPPER MFR12S-331CONSTRUCTION JT,ROUGHEN SURFACE TO14" AMPLITUDE1'-0"(2) 114" Ø HEAVY HEXANCHOR BOLT, F1554 GR.105 @ EA BASE PL#5 @ 12" OCVERT BARS, EF#5 @ 12" OCHORIZ BARS, EF#4 TIES @ 6" OCOR(3) STIRRUP ADD BAR PERABUTMENT FDN PLAN @FIXED END ABUTMENT(6) #7 BARS TOPIN (2) LAYERS(8) #7 BARS BOTIN (2) LAYERS(3) #7 BARS OF(3) #7 BARS IFABUTMENT PILE CAP1417-11-RC22 - S332 - 423/4" = 1'-0"3"CLR4" 6" PILE CAP THK3'-0"PILE CAP WIDTH0"3'-0" MIN EMBED PER PLAN 2" CLR 2" CLR STEP HT PER MFR(3'-11 14" ASSUMED) 15" EMBED6"S-332BRIDGE ABUTMENT DETAILS1232421333434123DRAFT - FOR B IDD INGPURPOSES ON LY CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01PRELIMINARYNOT FOR CONSTRUCTIONN:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S332.dwg, S332, Mar 31, 2025 4:33pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS - "db" "6 db""D""6 db" *"db""D"135 HOOK90 HOOK*BAR SIZED#31 12"#42"#52 12"OR 3" MIN"ldh""db""db""4 db"2 12" MIN"D""D""12 db" " l h"12"MINBAR SIZED#3 THRU #86db#9 THRU #118dbHOOK DEVELOPMENT LENGTH(SEE SCHED)FACE OFMASONRYBAR SIZEDEVELOPMENT LENGTH (ld) ORLAP SPLICE LENGTH (ls)HOOKDEVELOPMENTLENGTH (le)Dln#32'-3"0'-5"2 145"#43'-0"0'-7"38"#53'-9"0'-9"3 3410"#64'-6"0'-10"4 121'-0"#75'-3"0'-12"5 141'-2"#86'-0"1'-1"61'-4"#96'-9"1'-3"9 121'-7 12"NOTES:1.USE DEVELOPMENT LENGTH (ld) AND SPLICE LENGTH (ls) INDICATED IN SCHEDULE FOR ALL DOWEL LENGTHS NOT SHOWN ON PLANS UNLESSOTHERWISE PERMITTED BY THE SEOR AND JURISDICTION AGENCY2.DEVELOPMENT LENGTHS (ld) AND SPLICE LENGTHS (ls) INDICATED IN SCHEDULE CORRESPOND TO GRADE 60 BARS IN 1,500 OR 2,500 psi NORMALWEIGHT MASONRY3.THIS SCHEDULE SHALL BE USED WHERE DEVELOPMENT AND SPLICE LENGTHS ARE NOT SPECIFICALLY DETAILS AND DIMENSIONED ON THEDRAWINGS4.WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED, SPLICE LENGTH SHALL BE THE SPLICE LENGTH OF THE SMALLER BARS5.NOTE THAT THE LAP SPLICES SHOWN ACCOUNT FOR THE INCREASE IN LAP SPLICE IN REGIONS OF MOMENT WHERE THE DESIGN TENSILE STRESSES INTHE REINFORCEMENT ARE GREATER THAN 80 PERCENT OF THE ALLOWABLE STEEL TENSION STRESS, Fs6.D = FINISHED INSIDE BEND DIAMETER7.db = NOMINAL BAR DIAMETERCONTACT LAP SPLICE(PREFERRED)NON-CONTACT LAP SPLICELAP SPLICEPER SCHEDMAX = SMALLER OF "ls"/ 5" OR 8"LAP SPLICEPER SCHEDLAP SPLICEPER SCHEDLAP SPLICEPER SCHED"db" CLEAR SPCG CLEAR SPCGTYPICAL LAP SPLICESSTAGGERED SPLICINGFACE OF MASONRYOR JT @ STD HOOK212TYPICAL COLUMN BAR OFFSETMASONRY-LAP SPLICE / DEVELOPMENT LENGTH SCHED1417-11-RC22 - S401 - 13NTS"H"(SEE SCHED BEL)LAP SPLICE(SEE DETAIL 13/S-401)CLEAR SPANDEVELOPMENT LENGTH(SEE DETAIL 13/S-401)TOWJAMB BARS3"CLR EXTEND JAMB BARS TO BOT OF FTG& PROVIDE STD 90° HOOKEXTEND JAMB BARS FLR TO FLR OR FLR TO ROOFWHERE OPNG EXCEEDS 4'-0" IN WIDTH FOR ALLOTHER CONDITIONS (EXTEND BAR BEYOND EDGEOF OPNG FULL DEVELOPMENT LENGTH OR 2'-0" MIN)FOR TYP LINTEL REINF SEE DETAIL 22/S-402WHERE EXTENSION OF FULL DEVELOPMENTLENGTH OF LINTEL & SILL REINF BEYOND EDGEOF OPNG IS NOT POSSIBLE, PROVIDE MINHOOKED DEVELOPMENT LENGTH PER 13/S-401EDGE OF WALLBOT OF THK SLAB ORCONT WALL FTGWALL REINF ON RECTPENETRATION PER42/S-401WALL REINF ON ROUNDPENETRATION PER41/S-401(2) TYP BARS @ JAMB & SILL(2) #4 MINNOTES:1.ALL CELLS SHALL BE GROUTED SOLID, UNO2.WALL CONSTRUCTION SHALL BE RUNNING BOND ONLY3.WALL THICKNESS PER PLAN4.PROVIDE CMU LINTELS AT ALL CMU WALL OPENINGS, UNO5.PRECAST CONCRETE LINTELS MAY BE USED WITH ARCHITECT'S & SEOR'S APPROVAL6.ALL MASONRY OPENINGS SHALL BE SHORED UNTIL MASONRY HAS CURED FOR A MIN OF 72 HOURS7.REFER TO ARCHITECTURAL & MECHANICAL, ELECTRICAL & PLUMBING DRAWINGS FOR SIZE & LOCATIONS OFOPENINGS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY & PROPERLY SIZE ALL CMU WALL OPENINGS8.HORIZ REINF SHALL BE PROVIDED WITHIN 16 INCHES OF THE TOP & BOT OF THE WALL9.WALL OPENINGS SHALL NOT BE CLOSER THAN 24" FROM THE TOP OF THE EDGE IN ORDER TO ACCOMMODATETHE WALL LINTEL10.MIN SEPARATION BETWEEN OPENINGS SHALL ACCOMMODATE THE NUMBER OF ROWS OF JAMB BAR REINF11.SEE GENERAL NOTES FOR MORE INFOSEE SCHED BEL FORTYP WALL REINFCMU WALL REINFORCING SCHEDULEWALL THICKNESS(NOMINAL)BAR SIZE & SPACING EACH MATMAXIMUMHEIGHTHORIZONTALVERTICALREMARKS8"#4 @ 24" OC#5 @ 24" OCSINGLE MAT12'-0"TYPICAL CMU WALL ELEVATION1417-11-RC22 - S401 - 22NTS12" TYP FROM INSIDEFACE OF CELLTOP OF WALLSTD 90° HOOK TURNINTO PLANE OF WALLTYP HORIZ WALLREINF PER SCHEDTYP VERT WALLREINF PER SCHEDTYP HORIZ WALLREINF PER SCHED"U" BARS TO MATCHVERT REINF, TYP2 BARS AT TOP MIN( (2) #4 MIN)SINGLE MATDOUBLE MATTYP REINF AT TOP OF WALL1417-11-RC22 - S401 - 23NTSCONCRETE MASONRY WALL PIERS1417-11-RC22 - S401 - 33NTS'T' TO LESS THAN 3x'T'BLOCK THICKNESS'T'3T TO 5TJAMB REINFJAMB REINFEA END#3 TIES @ 8" OCTIES SAME SIZE & SPACINGTO MATCH SPECIFIED REINFNOTE:TIE MAY BE TURNED UP AS NECESSARY TO FIT INSIDE WALL.BREAK WEBS AND/OR INTERIOR FACE SHELL AS REQUIREDBLOCK THICKNESS'T'OPNG SHALL BE 12 BLKMODULES IN WIDTH,FULL BLK MODULES INHT (MAX OPNG 24" x24" UNO)STOP TYP WALL REINF@ BLOCKOUTUTILITY PER MEP DWGSROUND PENETRATIONSSHALL BE CORED AFTERWALL HAS BEENGROUTED (COREDHOLE MUST LIE WITHINTHIS AREA & BEREINF AS SHOWNCMU WALL PER PLANADD VERT BARS EASIDE OF OPNG TOMATCH TYP WALL BARS((2) BARS @ WALLS W/2 MATS OF REINFADD HORIZ BARS EA SIDE OF OPNG TO MATCH TYPWALL BARS ( (2) BARS @ WALLS W/ 2 MATS OF REINF)ROUND PENETRATION IN MASONRY1417-11-RC22 - S401 - 41NTSTYP WALL REINF, WOTYP WALL REINF, WOOPNG SHALL BE 12 BLKMODULES IN WIDTH,FULL BLK MODULES INHT (MAX OPNG 24" x24" UNO)STOP TYP WALL REINF@ BLOCKOUTCMU WALLPER PLANUTILITY PERMEP DWGSRECTANGULAR PENETRATION IN MASONRY1417-11-RC22 - S401 - 42NTSADD VERT BARS EASIDE OF OPNG TOMATCH TYP WALL BARS((2) BARS @ WALLS W/2 MATS OF REINFADD HORIZ BARS EA SIDE OF OPNG TO MATCH TYPWALL BARS ( (2) BARS @ WALLS W/ 2 MATS OF REINF)TYP WALL REINF, WOTYP WALL REINF, WOMASONRY ANCHOR BOLT SCHEDULE1417-11-RC22 - S401 - 43NTSMIN EMBED1" MIN GROUTALL AROUNDANCHOR BOLTFACE OF MASONRYBOLT SIZEMINIMUMEMBEDMENT12"4"58"5"34"6"78"7"1"8"1 18"9"1 14"10"NOTES:1.MINIMUM BOLT SPACING SHALL BE 16 BOLT DIAMETERS WITH A MINIMUM EDGEDISTANCE OF 12 DIAMETERS, UNLESS NOTED OTHERWISE.2.PROVIDE AN ADDITIONAL 2" OF EMBEDMENT FOR ANCHOR BOLTS LOCATED INTHE TOP OF COLUMNS.3.ANCHOR BOLTS SHALL BE HEX HEADED WITH THE DIMENSIONS OF THE HEXCONFORMING TO ANSI/ASME B18.2.1 BENT BAR ANCHORS SHALL NOT BE USED.MAX FOR 8"MASONRYMAX FOR 12"MASONRY1" CLRMINCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S401.dwg, S401, Mar 31, 2025 4:32pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-401TYPICAL MASONRY DETAILS41224213233343 TEMPLATE 18" THK,SAME SIZE AS BASE PLTOP OF FTGTOP OFBASE PLALT LOCATIONFOR TEMPLATEBASE PL (CONTRACTOR TOVERIFY TOTAL PROJECTIONPRIOR TO FTG POUR)3" MIN AB PROJECTION ABV112" MIN, 2" MAXNON-SHRINK GROUT, UNOLEVELINGNUTANCHOR BOLT PROJECTION1417-11-RC22 - S402 - 43NTS12"12"℄ STL COL14"CMU WALLPER PLANBASE PL 14" W/ 58" Ø THR "CFL"NELSON STUD (ICC-ESR 2856)6" MIN EMBED COL PER PLANEND CONDITIONCORNER CONDITIONCMU WALLPER PLAN112" CLRTYP12"12"8"3 12"3 12" 112" CLR TYP 4" MINTYP℄ OF WALL,PL, HSS &BOLTSEQEQ CENTER CONDITIONELEVATION112"TYP8"12" TYP CMU WALLPER PLAN4" MINTYPEQEQ112"TYP8"112"TYP℄ OF WALL,PL, HSS &BOLTS312"312"℄ HSS &PL312"312"℄ HSS &PL312"312"312"312"8"CMU WALLPER PLANHSS @ CMU WALL1417-11-RC22 - S402 - 131-1/2" = 1'-0"NOTES:1.TIES SHOWN AT LINTELS ARE IN ADDITION TO ALL TYP WALL REINF2.LINTEL DESIGN IS BASED ON MEDIUM WT (124 PSF) MAX FULLY GROUTED CONC MASONRY CONSTRUCTION3.WALL CONTROL JOINTS SHALL NOT OCCUR WITHIN DEVELOPMENT LENGTH OF LINTEL REINFLINTEL DEPTH (D)PER SCHED, UNO DOUBLE MATSINGLE MATTOW OPNG HORIZREINF PER SCHEDSTD CMU LINTEL WALLCELLS GROUTED SOLID &LINTEL REINF PER SCHED8" MINBRGTYP JAMB REINFPER ELEVATIONJAMB @ EDGEOF OPNGMATCH WALL LINTEL TIES TOWALL REINF PER 22/S-401WALL REINFPER SCHEDBOND BM UNITLINTEL REINFPER SCHEDU-BEAM UNIT3" CLR 3" CLR STD 90° HOOKLAP SPLICETYPICAL CMU REINFORCEMENT SCHEDULETYPEMAX CLR SPAN (FT)D (IN)SOLID-GROUTED MASONRY WALL LINTELREINFORCEMENT SCHEDULEWALL HORIZABOVE LINTEL8" WALLS12" WALLSL15'-4"15 58"(2) #4(2) #5#4 @ 24" OCL210"-8"15 58"(2) #4(2) #5#4 @ 24" OCL312'-0"15 58"(2) #5(2) #6#4 @ 24" OCL414'-0"15 58"(2) #5(2) #6#4 @ 24" OCELEVATIONTYPICAL CMU LINTEL DETAILS1417-11-RC22 - S402 - 22NTS24-22-NOTE: MAX CONTROL JOINT SPACING = 20'-0" OC32-34-CONTROL JTHORIZ REINF PERREINF SCHED ORWALL ELEVVERT REINF PERREINF SCHED ORWALL ELEV, TYPCONTROL JOINT AT NON-SHEAR CMU WALL1417-11-RC22 - S402 - 23NTSMASONRY WALL CORNER & INTERSECTION DETAIL1417-11-RC22 - S402 - 42NTSINTERSECTIONPLAN - DOUBLE MATCORNER/ENDCORNER/ENDSTD 90° HOOK& ALTERNATEBREAK SHELL FORFLOW OF GROUTOPEN END BLKSTD 90° HOOKTYPBREAK SHELL FORFLOW OF GROUTOPEN END BLKPROVIDE 180° HOOKAT SHEAR WALLPROVIDE 135° HOOKAT SHEAR WALL(2) #5 VERT MINSTD 90° HOOK(6) VERT REINF TOMATCH VERT WALLREINF SIZE (#5 MIN)BREAK SHELL FORFLOW OF GROUTOPEN END BLKBREAK SHELL FORFLOW OF GROUTSTD 90° HOOK(2) #5 VERT MINSTD 90° HOOK, TYPOPEN END BLKINTERSECTIONPLAN - SINGLE MATVERTS PER PLAN(2) VERT REINF TOMATCH VERT WALLREINF SIZE (#5 MIN)(2) VERT REINF TOMATCH VERT WALLREINF SIZE (#5 MIN)CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S402.dwg, S402, Mar 31, 2025 4:33pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-402224213233343TYPICAL MASONRY DETAILS TYP CONTROL JT SPCGEQUAL TO 1.5H OR 25' (WHICHEVER IS LESS)"d2"252 1/2LENGTH, FTLENGTH / HEIGHT RATIOMAXIMUM WALL PANEL DIMENSIONS"d1""d1"SPAN < 6'-0""d2"SPAN > 6'-0""d2"1/2 CONTROLJT SPCG MAXRECTANGULAR BUILDING PLANIRREGULAR BUILDING PLANELEVATIONTYP CONTROL JT SPCGEQUAL TO 1.5H OR 25' (WHICHEVER IS LESS)RETAINING WALLCONTROL JOINTCONTROL JOINTNOTE:1.THE CONTRACTOR SHALL SUBMIT THE INTENDED CONTROL JOINT LOCATIONS TO THESEOR FOR REVIEW AND APPROVAL.1/2 CONTROLJT SPCG MAXTYP CONTROL JT SPCGEQUAL TO 1.5H OR 25' (WHICHEVER IS LESS)CONTROL JOINTMASONRY CONTROL JOINT SPACING1417-11-RC22 - S403 - 13NTS38"MORTAR JTRAKED 12" DEEPVERT REINF PERREINF SCHEDOR WALL ELEVHORIZ REINF PERREINF SCHEDOR WALL ELEVSINGLE MAT50% OF HORIZ WALL REINF & ADDED REINFSHOWN ON SECTIONS OR STRUCT WALLELEVATIONS SHALL BE CONTIOUS THRU CJCONTROL JOINT W/ CONT REINFORCEMENT1417-11-RC22 - S403 - 31NTSVERT REINF PERREINF SCHEDOR WALL ELEVHORIZ REINF PERREINF SCHEDOR WALL ELEVSTOP HORIZ BARSES OF JTBACKUP RODCAULKINGCONTROL JOINT1417-11-RC22 - S403 - 32NTS38"PROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELSGREASED OR WITH PLASTIC SLEEVE W/ SPCGTO MATCH HORIZ REINFMASONRY WALLCAULKING SEALANT, CONT ESALT CONTROL JOINT W/ FLANGED NEOPRENE1417-11-RC22 - S403 - 33NTSVERT REINF PERREINF SCHEDOR WALL ELEVHORIZ REINF PERREINF SCHEDOR WALL ELEVSTOP HORIZ BARSES OF JTPROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELSGREASED OR WITH PLASTIC SLEEVE W/ SPCGTO MATCH HORIZ REINFFLANGED NEOPRENECONTROL JT, CONT VERT38"HORIZ REINF PERREINF SCHEDOR WALL ELEVVERT REINF PER REINFSCHED OR WALL ELEV,EA SIDE OF JTMORTAR JOINTRAKED 12" DEEP12"CLR50% OF HORIZ WALL REINF & ADDED REINFSHOWN ON SECTIONS OR STRUCT WALLELEVATIONS SHALL BE CONTIOUS THRU CJDOUBLE MATCONTROL JOINT W/ CONT REINFORCEMENT1417-11-RC22 - S403 - 41NTSPROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELS GREASED ORWITH PLASTIC SLEEVE W/ SPCG TO MATCH HORIZ REINF38" TO 12"HORIZ REINF PERREINF SCHEDOR WALL ELEV12"CLRBACKUP RODVERT REINF PERREINF SCHEDOR WALL ELEVSTOP HORIZ BARSES OF JTCAULKINGCONTROL JOINT 1417-11-RC22 - S403 - 42NTSPROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELS GREASED ORWITH PLASTIC SLEEVE W/ SPCG TO MATCH HORIZ REINFHORIZ REINF PERREINF SCHEDOR WALL ELEV12"CLRCAULKINGSEALANT, CONT ESVERT REINF PERREINF SCHEDOR WALL ELEVSTOP HORIZ BARSES OF JTFLANGED NEOPRENECONTROL JT, CONT VERTALT CONTROL JOINT W/ FLANGED NEOPRENE1417-11-RC22 - S403 - 43NTSPROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELS GREASED ORWITH PLASTIC SLEEVE W/ SPCG TO MATCH HORIZ REINFCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S403.dwg, S403, Mar 31, 2025 4:34pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-403TYPICAL MASONRY DETAILS31413242133343 2x BLKG OR 3x BLKGWHERE REQUIREDPER SW SCHED(2) 10d TOE NAILS, TYPELEVATIONTYPICAL BLOCKING DETAIL1417-11-RC22 - S601 - 43NTSNAILING SCHEDULE1417-11-RC22 - S601 - 12NTSFASTENING SCHEDULEPER 2022 CBC 2304.10.1CONNECTIONFASTENINGLOCATION1. BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW3-8d COMMONEACH END, TOENAIL2. BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT THE WALL TO TOP PLATE, TO RAFTER OR TRUSS2-8d COMMONEACH END, TOENAIL2-16d COMMONEND NAIL3. FLAT BLOCKING TO TRUSS AND WEB FILLER16d COMMON @ 6" OCFACE NAIL4. CEILING JOIST TO TOP PLATE3-8d COMMONEACH JOIST, TOENAIL5. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS3-16d COMMONFACE NAIL6. CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT)3-16d COMMONFACE NAIL7. COLLAR TIE TO RAFTER3-10d COMMONFACE NAIL8. RAFTER OR ROOF TRUSS TO PLATE3-10d COMMONTOENAILb9. ROOF RAFTER TO RIDGE VALLEY OR HIP RAFTER; OR ROOF RAFTER TO 2-INCH RIDGE BEAM2-16d COMMONEND NAIL3-10d COMMONTOENAIL10. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS16d COMMON16" OC FACE NAIL11. BUILT-UP HEADER (2" TO 2" HEADER)16d COMMON16" OC EACH EDGE, FACE NAIL12. CONTINUOUS HEADER TO STUD4-10d COMMONTOENAIL13. TOP PLATE TO TOP PLATE16d COMMON16" OC FACE NAIL14. TOP PLATE TO TOP PLATE, AT END JOINTS8-16d COMMONEACH SIDE OF END JOINT, FACE NAIL(MINIMUM 24" LAP SPLICE LENGTH EACH SIDEOF END JOINT)15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING2-16d COMMON16" OC FACE NAIL16. STUD TO TOP OR BOTTOM PLATE4-8d COMMONTOENAIL2-16d COMMONEND NAIL17. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS2-16d COMMONFACE NAIL18. JOIST TO SILL, TOP PLATE, OR GIRDER3-8d COMMONTOENAIL20. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW8d COMMON6" OC, TOENAIL21. 1"x6" SUBFLOOR OR LESS TO EACH JOIST2-8d COMMONFACE NAIL22. 2" SUBFLOOR TO JOIST OR GIRDER2-16d COMMONFACE NAIL23. BUILT-UP GIRDER AND BEAMS, 2" LUMBER LAYERS20d COMMON (4" x 0.192")32" OC FACE NAIL AT TOP AND BOTTOMSTAGGERED ON APPOSITE SIDE24. LEDGER STRIP SUPPORTING JOIST OR RAFTERS3-16d COMMONEACH JOIST OR RAFTER, FACE NAIL26. JOIST TO BAND JOIST OR RIM JOIST3-16d COMMONEND NAIL27. BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS2-8d COMMONEACH END, TOENAILNOTES:a.THIS NAILING SCHEDULE SHALL ONLY BE USED IF CONDITION IS NOT OTHERWISE DETAILED OR SPECIFIED ON THE CONSTRUCTION DOCUMENTS. COMMON NAILS SHALL BE USED EXCEPT WHEREOTHERWISE STATEDb.WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THISSCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAILMULTI-PLY MEMBER CONNECTION1417-11-RC22 - S601NTS312"514"7"2" TYP 2" TYP 10d NAILS(0.128" x 3")# OF ROWS OF FASTENERS:2 ROWS @ 12" OC FOR < 14" DEPTH3 ROWS @ 12" OC FOR > 14" DEPTHTYP, UNO ON PLANS134"TYP134"TYP134"TYP10d NAILS(0.128" x 3")EA FACE14" x 6" SDS SCREWS2 ROWS OF FASTENERS @24" OC, TYP UNO ON PLANS2-PLY3-PLY4-PLYNOTE:FOR BEAMS WITH FASTENERS ON BOTH SIDES,STAGG FASTENERS ON SECOND SIDE SO THEY FALLHALFWAY BETWEEN FASTENERS ON THE FIRST SIDEWALL STUDSPER PLAN16d @ 6" OC,(2) ROWS, STGRAINTERSECTION CONDITIONBCORNER CONDITION16d @ 6" OC,TYPTYPICAL WOOD STUD INTERSECTIONS1417-11-RC22 - S601NTSNOTE:1.HEADERS, KING STUDS AND OTHER REFERENCES ON PLAN GOVERNOVER THESE TYPICAL SCHEDULES/DETAILS.2.NAIL SILL PLATE TO WOOD FRAMED FLOORS WITH 16d @ 12" O.C.2X STUDS @ 24" OCSEE PLANDOOR OR WINDOWHDR PER SCHEDKING STUD, TYPDOOR ROUGHOPNG WIDTHWINDOW ROUGHOPNG WIDTHWINDOW ROUGH OPNG HTDOOR ROUGH OPNG HT3" MIN 9" MAXREFER TO NAILING SCHED(ITEM 16) IN DETAIL 12/-FOR SOLE PL TO STUDREFER TO NAILING SCHED(ITEM 12) IN DETAIL 12/-FOR HDR TO STUDTOP PL SPLICE PERTYPICAL SPLICE DETAILS2X TRIMMER, TYP2X WINDOW SILL TYPOR SHTGTOP OF SLABSEE NON-BRG PARTITIONATTACHMENT DETAIL FORCONN TO FRMG ABVSEE NON-BEARING PARTITION ANCHORAGEDETAIL 12/S-303 FOR CONN TO CONC SLABHEADER SCHEDULEOPENING WIDTH2x4 WALL HEADER2x6 WALL HEADER<4'-0"4x44x6 FLAT4'-0" - 6'-0"4x44x6 FLAT6'-0" - 8'-0"4x64x6 FLAT8'-0" - 10'-0"4x66x6PRESSURE TREATED SILL PLINTERIOR NON-BEARING PARTITION WALL FRAMING1417-11-RC22 - S601NTSREFER TO NAILING SCHED (ITEM 10)IN DETAIL 12/- FOR DBL STUDCEILING JOIST SCHED & DETAILS1417-11-RC22 - S601NTS4"EMBEDFACE OF CMUOR CONC WALLCEILING JST PER SCHEDW/ SIMP "U" HANGER TOLEDGER2x PT LEDGER W/ 12"ØAB @ 4'-0" & 1'-0" MAXFROM ENDS OF PIECEAGAINST CMU OR CONC WALLWALLSTUDSCEILING JST PER SCHEDW/ SIMP "U" HANGER TOLEDGER2x LEDGER SAME SIZE AS JST, W/(2) 16d PER EA STUD @ 2x4 & (3)16d EA STUD @ 2x6 & 2x8 JSTAGAINST STUD WALLJST PARA TOWALL WO2x CONTBLKGBLKG @ 4'-0"@ PARA JSTON TOP OF WALL2x CONT BLKGCEILING JSTPER SCHEDNON-BEARINGSTUD WALLDBL TOP PLCEILING JOIST SCHEDJOIST SIZEMAX SPAN2x4 @ 16" OC9'-0"2x6 @ 16" OC14'-0"2x8 @ 16" OC18'-0"NOTE:THIS DETAIL IS INTENDED FOR CEILING JST THAT SPANFROM WALL TO WALL @ CONTRACTORS OPTIONANCHOR BOLT3"MAXWALL STUDS2x FLAT2x FLAT BLK W/(2) 10d EA END,TYP EA SIDE(2) 14"Øx 4 12"SIMP 'SDS' EAEND EA BLKCONC STEM OR FTGAANCHOR BOLT AT WOOD STUD1417-11-RC22 - S601NTS2"MIN2"MIN5 12" MIN FOR 2x86 12" MIN FOR 2x107 12" MIN FOR 2x12FASTENERS TO BE STGR IN TWO ROWSLEDGER PER PLANLAG SCREW, THROUGH BOLTOR ANCHOR WITH WASHERNOTE:THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDEFACE OF THE BAND OR RIM JOIST16"UNO112"LEDGER DETAIL1417-11-RC22 - S601NTSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S601.dwg, S601, Mar 31, 2025 4:34pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-601TYPICAL WOOD DETAILS3112324213233343 15/32" STRUCT 1 PLYWOOD2xWALL1,122x2x5/8"Ø LAG SCREWS10d @ 3" OC8" OC5/8"Ø LAG SCREWS10d @ 4" OCEDGE 8d @ 12" OCINTERMEDIATEA34 @ 4" OC15/32" STRUCT 1 PLYWOOD(EACH FACE OF WALL)LTP4 @ 4" OC15/32" STRUCT 1 PLYWOOD15/32" STRUCT 1 PLYWOOD3x2xSYMBOL615/32" STRUCT 1 PLYWOODSTRUCT SHEATHING15/32" STRUCT 1 PLYWOODFRAMINGSIZE5/8"Ø LAG SCREWS5/8"Ø LAG SCREWS10d @ 4" OC10d @ 12" OC10d @ 12" OC@ 16" OC@ 8" OC10d @ 2" OC10d @ 12" OC8" OC5/8" DIA @ 32" OC5/8" DIA @ 24" OCSILL NAILING/LAG SCREWSSHEAR WALL SHEATHING / NAILING SCHEDULE2,3,4@ 16" OCNAILING8d @ 6" OCNAILS 10d @ 12" OCSUPPORTS16d @ 6" OC10, 11724" OC12" OCA35s85/8" DIA @ 48" OC5/8" DIA @ 32" OCANCHOR BOLTING15/32" STRUCT 1 PLYWOOD(EACH FACE OF WALL)3x@ 8" OC 5/8"Ø LAG SCREWS10d @ 3" OC10d @ 8" OC5/8" DIA @ 16" OC3x10d @ 2" OC10d @ 6" OC5/8" DIA @ 8" OC(EACH FACE OF WALL)@ 8" OC6" OC5/8" DIA @ 16" OC15/32" STRUCT 1 PLYWOOD2x10d @ 6" OC10d @ 12" OC16" OC5/8" DIA @ 48" OC5/8"Ø LAG SCREWS@ 16" OC14SDS SCREWSOPTION12" OC12" OC8" OC6" OC4" OC(2) @ 8" OC *(2) @ 6" OC *(2) @ 4" OC *INTERMEDIATE FIELD NAILING PERSCHED @ INTERIORWINDOW ROUGH OPENING HEIGHT DOOR ROUGH OPENING HEIGHT 2x WINDOWSILL, TYPUPPER STORY SHEAR WALLLENGTH PER PLANHEADERUPPER STORY SHEAR WALLLENGTH PER PLANNON-SHEAR WALLPER PLANHOLDOWN DETAILSPER PLANANCHOR BOLTSPER SCHEDBOUNDARY POSTPER PLANHOLDOWNSTRAP PERPLANLAG SCREWSPER SCHEDHOLDOWNSTRAP PERPLAN16"SEE NOTE 13B, TYPSEE NOTE13A, TYPWHERE PLANS SHOW (2) 2x6STUDS / POSTS IN SHEAR WALLS.CONN W/ 16d @ 4" OC, STAGGON EA SIDE OF POST (OR 4xMAY BE USED IN LIEU OF (2) 2x)A35 CLIP EA SIDE OF POST( USE LTP4 @ DOOR OREND CONDITION)DOOR ROUGHOPENING WIDTHWINDOW ROUGHOPENING WIDTHNON-SHEAR WALLPER PLANLOWER STORY SHEAR WALLLENGTH PER PLANLOWER STORY SHEAR WALLLENGTH PER PLAN3" MIN6" MIN1'-6" MAX412"412"NON-SHEAR WALLPER PLANHOLDOWN DETAILSPER PLANPOST IN WALL W/ NOTIE DOWN PER PLAN3" MIN9" MAXABCDEFGH15@ 6" OC 5/8"Ø LAG SCREWSTYPICAL SHEAR WALL ELEVATION AND SCHEDULE1417-11-RC22 - S602 - 13NTS(2) 2x STUD 10d @ 8" OC10d @ 9" OC10d @ 5" OC10d @ 4" OC10d @ 3" OC(2) 10d @ 5" OC(2) 10d @ 4" OC(2) 10d @ 3" OCWHERE 10d NAILS ARE 3 INCHES ON CENTER OR LESS, NAILS SHALL BE STAGGERED.4.3.7.9.12.SPLIT BLOCKING/RIM.PROVIDE E.N. AT ALL END STUDS, STUDS/POSTS WITH HOLDOWNS OR TIE DOWN STRAPS, SILL PLATES ALL PLYWOOD SHALL BE 5 PLY MINIMUM WITH A SPAN RATING OF 32/16 AND ALL PANEL EDGES SHALLWHERE SILL SHEAR TRANSFER IS THROUGH LAG SCREWS, SILL PLATE SHALL NAILS SHALL BE 1/2 INCH MINIMUM FROM PLYWOOD PANEL EDGE AND 3/8 INCH MINIMUM FROM CONNECTING MEMBER EDGE WHERE SHEAR EXCEEDS 300 PLF.USE 3x FRAMING AT BOTTOM SILL PLATES, BLOCKING AND ALL STUDS AT ADJACENT PANEL EDGES8d NAIL DEFINED AS 0.131" DIAMETER SHANK x 2 1/2" LONG x 0.281 DIAMETER HEAD.WHERE SHEAR EXCEEDS 700 PLF. STRUCTURALLY ACCEPTABLE TO USE (2) 2x INSTEAD OF 3x FRAMINGLAG SCREWS SHALL BE 6 INCHES LONG AND HOLES ARE TO BE PRE-DRILLED AS TO NOT BE A MINIMUM OF 2 1/2" THICK.NOTES:1.2.5.6.8.PLYWOOD PLY INDICATED.ORIENTED STRAND BOARD (OSB) MAY BE SUBSTITUTED FOR PLYWOOD NOTED ABOVE PROVIDED ITIS RATED BY APA'S PERFORMANCE STANDARD RATING AND IS OF THE SAME NUMBER OF LAYERS ASREFER TO PLATE WASHER DETAIL FOR REQUIREMENTS LENGTHEN ANCHOR BOLTS AS REQUIRED FOR EMBEDMENT AND SILL PLATE THICKNESS.SEE ELEVATION ABOVE FOR TYPICAL CONSTRUCTION.10.11.BE BLOCKED. PROVIDE 1/8" GAP AT ALL PANEL JOINTS.AND TOP PLATES.13.LIMITATIONS OF MECHANICAL PENETRATIONS IN SHEAR WALLS:A. 4 1/2" MAX PENETRATIONB. NO CUTS OR HOLES IN SHEATHING WITHIN 16" OF CORNERS. SQUARE PENETRATIONS SHALL RADIUS EDGES. DO NOT OVER CUT HOLE WITH SAW14.ASSUMES A 1 1/4" MIN LSL RIM BOARD. FASTENER EDGE DIST IS 5/8" MIN & 6" END DISTANCE MIN.2" MIN PENETRATION INTO RIM BOARD.* WALL W/ DOUBLE SIDED PLYWOOD REQUIRE (2) RIM BOARDS.AT BOTTOM SILL PLATES.15.SIMPSON 'LTP4' CLIP SHALL BE INSTALLED IN A HORIZONTAL ORIENTATION. IF CLIP IS INSTALLEDOVER THE SHEATHING, O.131" x 2 1/2" NAILS SHALL BE USED.10d NAIL DEFINED AS 0.148" DIAMETER SHANK x 3" LONG x 0.312 DIAMETER HEAD.NAIL SPCG PERSCHED, STAGG 1 12"(2) NAILS @SPCG PER SCHED 1 12"SINGLE SIDEDDOUBLE SIDEDPLY SHTG PERPLAN & SCHEDPLY SHTG PERPLAN & SCHED18" GAP TYP @ADJOINING PANEL EDGE18" GAP TYP @ADJOINING PANEL EDGEELEVATIONPLAN2x STUD NAILING @ ADJOINING PANEL EDGES1417-11-RC22 - S602 - 41NTSSTGR ADJOININGPANEL EDGES18" GAP TYP @ADJOINING PANEL EDGE18" GAP TYP @ADJOINING PANEL EDGEPLY SHTG PERPLAN & SCHED2x FRAMINGMEMBER OR BLKGOPTION "A" - PLAN(STAGGERED PANEL JOINTS)18" GAP TYP @ADJOINING PANEL EDGEPLY SHTG PERPLAN & SCHED3x FRAMINGMEMBER OR BLKGOPTION "B" - PLAN(NON-STAGGERED PANEL JOINTS)18" GAP TYP @ADJOINING PANEL EDGEDOUBLE SIDED SHEAR WALL 1417-11-RC22 - S602 - 42NTS12"MAXPLY SHTG PERPLAN & SCHED12"MAX12"MAX12"MAX12"MAX2x6 PLAN(DBL SHEATHED)A2x4 STUD WALL SECTION(SINGLE / DBL SHEATHED)B2x6 STUD WALL SECTION(SINGLE SHEATHED)C2x6 STUD WALL SECTION(DBL SHEATHED)STGR PLATEWASHERSPLY SHTG PER PLAN& SCHED, TYPBOLT Ø+ 116"134"MAXBOLT Ø+ 316"GALV PL WASHER0.229" (3 GA) x 3" SQ(SIMP BP58 -3 HDG ORZMAX)GALV PL WASHER0.229" (3 GA) x 3" SQ(SIMP BPS 58 -6 HDGOR ZMAX)CONC STEM WALL /FDN PER PLANPLY SHTG PERPLAN & SCHEDCONC STEM WALL /FDN PER PLANPLY SHTG PERPLAN & SCHEDCONC STEM WALL /FDN PER PLANNOTE:STANDARD CUT WASHER NOTREQ'D BTWN NUT & PL WASHERNOTE:STANDARD CUT WASHER REQ'DBTWN NUT & PL WASHERPLATE WASHER DETAIL1417-11-RC22 - S602 - 43NTSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S602.dwg, S602, Mar 31, 2025 4:31pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-602TYPICAL WOOD DETAILS13434142 GAP PERDETAIL 12/S-604SECTIONGAP PERDETAIL 12/S-604H-CLIP WHERE SPECIFIEDDIAPHRAGM PANEL JOINTS1417-11-RC22 - S603 - 32NTSDIAPH BN PERPLAN & SCHED2 x 4 FLAT BLKG,WHERE SPECIFIEDFLR SHTG PER PLAN &DETAIL 12/S-604JST PER PLAN, TYP2-10d TOE NAILS EA ENDH-CLIPFLR SHTG PER PLAN &DETAIL 12/S-604BLKG WHERE SPECIFIEDPER SCHEDGYPCRETE, WO(SEE PLAN)DIAPH NAILING PERPLAN & SCHEDFLR SHTG PERPLAN & DETAIL 12/S-604JST PER PLAN(2) 10d(1) 10dPLANTYP JOIST BLOCKING1417-11-RC22 - S603 - 33NTS(2) 10d(1) 10dSIMP 'HUSTF'JST HGR, TYPDBL JST TRIMMEROPNG"D"FOR "D" = 2'-8" MAX,USE (2) JOISTSFOR "D" = 4'-0" MAX,USE (3) JOISTSNOTE:FOR LARGER OPENINGS REFER TO FRAMING PLANSIMP 'ST12' CENTEREDON JST, TYPEN AROUNDOPNG, TYPSIMP 'ST12' CENTEREDON JST, TYPMULTIPLE JST (OR BMWHERE NOTED ON PLAN)EN ALONG BLKG & JSTFOR A DISTANCE OF 2'-0"@ EA CORNER OF OPNG2x4 FLATBLKG, TYPOPENING AT FRAMING1417-11-RC22 - S603 - 41NTSDBL 2x TOP PL, UNOCENTER STUD @CENTER OF SPLICESPLICE PL PER SCHED, BEND ASREQD AT CHANGE IN SLOPEEN PLY ALONG BOTH PL6"TYP4"4"112"SPLICE IN BOT PL, WOSPLICE IN TOP PL, WO*CAPACITY LIMITED BY TOP PLATES IN TENSIONTOP PLATE SPLICEMARKNO. OF BOLTSEA SIDESPLICE PLATE(A500 GR B)CAPACITY(LBS)NOTES(2) 34"14" X 3"9,939@ 4" STUDS, UNO(3) 34"14" X 3"14,364@ 4" STUDS, UNO(4) 34"38" X 3"17,842*@ 4" STUDS, UNO(2) 34"14" X 5"9,750@ 6" STUDS, MIN(3) 34"14" X 5"14,500@ 6" STUDS, MIN(4) 34"38" X 5"18,500@ 6" STUDS, MIN(5) 34"38" X 5"21,500@ 6" STUDS, MIN(6) 34"38" X 5"24,000@ 6" STUDS, MINHJKLMNPQTOP PLATE SPLICE W/ STEEL TIE PLATE1417-11-RC22 - S603 - 42NTSCORNER W/O POSTCORNER W/ POSTINTERSECTION W/ POSTINTERSECTION W/O POST16d TO MATCH BOUNDARYNAILING & SPACINGBNBNBNSTRAP HOLDOWNWO PER PLANSIMP HOLDOWNPER PLAN16d TO MATCH BOUNDARYNAIL SPACINGPLY SHTG PERPLAN & SCHEDBNSIMP HOLDOWNPER PLANPLY SHTG PERPLAN & SCHEDPLY SHTG PERPLAN & SCHEDDBL SIDED SW, WO16d TO MATCHSILL BOUNDARYNAIL SPACINGBNBNDBL SIDED SW, WO16d TO MATCH BOUNDARYNAILING & SPACINGDBL SIDED SW, WOBNBNBNSTRAP HOLDOWN PERPLAN, MAY OCCUR INEITHER ORIENTATIONPLY SHTG PERPLAN & SCHEDDBL SIDED SW, WOBNBNDBL SIDED SW, WOPLY SHTG PERPLAN & SCHED16d TO MATCH BOUNDARYNAIL SPACINGSTRAP HOLDOWN PERPLAN, WOBNBNBNPLY SHTG PERPLAN & SCHEDDBL SIDED SW, WOSIMP HOLDOWNPER PLANPLY SHTG PERPLAN & SCHEDDBL SIDED SW, WO16d TO MATCHSILL BOUNDARYNAIL SPACINGSIMP HOLDOWNPER PLANPLY SHTG PERPLAN & SCHEDDBL SIDED SW, WO16d TO MATCHSILL BOUNDARYNAIL SPACINGBNBNSHEAR WALL INTERSECTION1417-11-RC22 - S603 - 12NTSNOTES:1.2 BAYS OR 32" MIN STRAP LENGTH2.EDGE NAILING FROM PLYWOOD TO STUDS / FRAMING SHALL OCCUR ALLAROUND OPENINGS AT THIS CONDITION3.SEE TYPICAL SHEAR WALL ELEVATION FOR BALANCE OF INFO NOT SHOWNMARK# OFBLKGSIMPSONSTRAPNAILS EA SIDEOF OPENINGSTRAP LENGTH(IN)ALLOWABLETENSION LOADS(LBS)11CS20(12) 10d x 2 12"1,03021CS16(20) 10d x 2 12"1,70531CS14(26) 10d x 2 12"2,49042CMSTC16(50) 10d x 3 14"4,69052CMST14(66) 10d x 2 12"6,47562CMST12(86) 10d x 2 12"399,215O P E N I N G P E R P L A N DBL TOP PL2x BLKG,UNOWALL STUDS PERSW SCHEDCONT STRAP ACROSSOPENING WIDTHDBL 2x BLKG AT SIMP"CMST" STRAPSTRAP LENGTH PER SCHEDUNO ON PLANHDR PER PLAN OR BRG WALLHDR SCHED, EN FULL WIDTHSTRAP NAILS THIS SIDE PERSCHED, TYP321STRAP NAILS THIS SIDE PERSCHED, TYPFORCE TRANSFER AROUND OPENINGS1417-11-RC22 - S603 - 13NTSKING STUD PER PLAN OR BRGWALL SCHED, EN FULL HTSIMP 'CS' OR 'CMST"'STRAP (ICC-ESR 2105)KING STUD PER PLAN OR BRGWALL SCHED, EN FULL HTSILL PER BRG WALL SCHED,EN FULL WIDTHEND LENGTH PERSCHED ON 33/S-6054'-0" MIN, UNOT.O. CONCCURBT.O. CONCSILL PL AB, WOSILL PLPIECE OFPT STUDDBL STUD@ STEP4x BLKG @ STRAPEDGE NAIL @ SHTGSIMP STRAP (CS16, UNO)APPLIED OVER SHTG (EASIDE @ DBL SIDED WALLS)WALL SHTGPER PLANSTRAP AT STEP IN SHEAR WALL SILL PLATE1417-11-RC22 - S603 - 31NTSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S603.dwg, S603, Mar 31, 2025 4:32pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-603TYPICAL WOOD DETAILS3112321333434142 1.55E LSL HEADERS & BEAMS1.55E LSL BEAMS & HEADERSHEADER OR BEAM DEPTHMAX ROUND HOLE SIZE9 12"3"11 78"3 58"14" - 16"4 58"8"8"ALLOWEDHOLE ZONE2x DIA OF THE LARGEST HOLE1.55E LSL NOTES:1.ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM AND/ORCONCENTRATED LOADS ANYWHERE ALONG THE MEMBER.2.ROUND HOLES ONLY.3.NO HOLES IN HEAERS OR BEAMS IN PLANK ORIENTATION.LVL, PSL, & 1.3E LSL HEADERS & BEAMS13 DEPTH2x DIA OF THE LARGEST HOLE' d '' d '13 l13 lLVL & PSL ALLOWED HOLE ZONEMIDDLE 13 SPAN13 DEPTHLVL & PSLHOLE ZONE1.3E LSL HOLE ZONELVL, PSL, & 1.3E LSL BEAMS & HEADERSHEADER OR BEAM DEPTHMAX ROUND HOLE SIZE4 38"1"5 12"1 34"7 14" - 20"2"LVL/PSL/1.3E LSL:1.ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY.2.ROUND HOLES ONLY.3.NO HOLES IN CANTILEVERS.4.NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION.DO NOT CUT, NOTCH, OR DRILL HOLES INHEADERS OR BEAMS EXCEPT AS INDICATEDIN THE ILLUSTRATIONS AND TABLES' d 'AB' d 'MAX HOLE SIZEPER SCHEDULEMAX HOLE SIZEPER SCHEDULEALLOWABLE HOLES THRU ENGINEERED LUMBER HEADERS & BEAMS1417-11-RC22 - S604 - 32NTSL/3L/3D/4MAX LENGTH (L)DEPTH, (D) D/6MAXD/3MAX 2"2"2" MINNOTES:1.NOTCHING AND BORING NOT PERMITTED IN THE SAME JOIST CROSS SECTION WITHOUT STRUCTURAL ENGINEER'S APPROVAL.2.NOTCH WIDTHS GREATER THAN SHOWN IN TABLE NOT PERMITTED WITHOUT STRUCTURAL ENGINEER'S APPROVAL.3.NO NOTCHES OR HOLES PERMITTED ANYWHERE IN CANTILEVERED ELEMENTS WITHOUT STRUCTURAL ENGINEER'S APPROVALNOTCH AND HOLE LIMITATIONSJOIST SIZEMAX HOLEMAX NOTCH DEPTHMAX END NOTCHMAX NOTCH LENGTH2X4NONENONENONENONE2X61 12"78"1 38"1 12"2X82 38"1 14"1 78"2 38"2X103"1 12"2 38"3"2X123 34"1 78"2 78"3 34"TAPER NOTCH IN LIEU OF SQUARECUT TO REDUCE IMPACTD/3MAXSAWN LUMBER AND RAFTER JOIST NOTCHING AND BORING LIMITATIONS1417-11-RC22 - S604 - 33NTSNO NOTCHING PERMITTEDIN SHADED REGIONBOTTOM NOTCHES NOTPERMITTED AT MEMBERS4X AND LARGERD/4 MAX D/3MAX1 111D/6MAX BORINGS ACCEPTABLE INHATCHED REGIOND/3MINSTGRPANEL JTCONT PANEL JTPANEL ENDBOUNDARY NAILING (BN)PER SCHEDFRMG PERPLANEDGE NAILING (EN) PER SCHEDSTGR NAILING AT PANEL JTBLKG AT PANEL JTFULL HT BLKG AT RIM JSTPER WALL DETAILSCONT RIM JST PERWALL DETAILSFIELD NAILING (FN)PER SCHEDSHTG PER SCHED18" GAP BTWN SHTG@ PANEL JT(S)NAIL SPCG @ PANEL EDGES PER SCHED NAIL SPCG @ PANEL EDGES PER SCHED 2'-0" MIN PANEL WIDTHSTRENGTH AXIS ORIENTED PERP TO SUPPORTSNOMINAL MEMBER WIDTH AT PANELEDGES & BOUNDARIES PER SCHEDDIAPHRAGM SCHEDULETYPELOCATIONSHEATHINGTHICKNESSSHEATHING GRADE 6SPAN RATINGBLOCKINGNAILSBOUNDARY NAILING(BN)EDGE NAILING ATCONT. PANEL EDGES(EN)EDGE NAILING ATOTHER PANEL EDGES(EN)FIELD NAILING (FN)PANEL EDGE SUPPORT OR NOMINALMEMBER WIDTH AT PANEL EDGESLINES OFFASTENERSAROOFSEE NOTE 5STRUCT 132 / 16YES10d666122x BLKG1BROOFSEE NOTE 5STRUCT 132 / 16YES10d446122x BLKG1CROOFSEE NOTE 5STRUCT 132 / 16YES10d223122X BLKG1(2) JST BAYS MIN13-PLYWOOD DIAPHRAGM SHEATHING1417-11-RC22 - S604 - 12NTSNOTES:1.DIAPHRAGM SHALL BE GLUED TO FLOOR FRAMING PRIOR TO NAILING, REFER TO PROJECT GENERAL NOTES.2.MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 38" FROM SHEATHING EDGE AND 38" FROM LUMBER EDGE.3.NAILS SHALL BE DRIVEN TIGHT TO TOP OF PLYWOOD SURFACE AND SHALL NOT PENETRATE THE TOP OF PLYWOOD MORE THAN COMMONLY EXPECTED WITH HAMMER DRIVEN NAILS.4.WHERE H-CLIPS ARE SPECIFIED, THEY SHOULD BE INSTALLED AS FOLLOWS:A.ONE H-CLIP SHALL BE PLACED BETWEEN ABUTTING PANELS AT A LOCATION MIDWAY BETWEEN EACH PAIR OF TRUSSES, RAFTERS OR JOISTS. HOWEVER, (2) H-CLIPS ARE REQUIRED BETWEEN SUPPORTS WHEN SPACED48 INCHES ON CENTERB.USE THE SAME SIZE PANEL EDGE CLIP AS THE PANEL THICKNESS. H-CLIPS MUST FIT SNUGLYC.ABUTTING WOOD STRUCTURAL PANELS BE FITTED AS CLOSELY AS CLIPS PERMIT. OCCASIONAL MISFIT OF ABUTTING SHEETS MAY BE TOLERATED PROVIDING THAT GAPS DO NOT EXCEED MAXIMUM OPENING OF 14".5.ROOF SHEATHING THICKNESS SHALL BE INSTALLED AS FOLLOWS:A.1532 @ SINGLE PLY OR ASPHALT SHINGLESB.1932 @ TILEC.2332 @ TILE WITH MORTAR6.STRUCTURALLY ACCEPTABLE TO USE "SHEATHING" SHEATHING GRADE @ FLOOR LOCATIONS WITHOUT GYPCRETE TOPPINGMIN LAP SPLICEPER SCHED(4) 16d NAILS(4) 16d NAILSMIN LAP SPICE PER SCHEDNAILS EA SIDEPER SCHEDENDINTERSECTIONPLANSECTIONENDINTERSECTIONCONTINUOUSSPLICE TO OCCUROVER STUD, TYPSPLICE TO OCCUROVER STUD, TYPDBL TOP PLDBL TOP PLNAILS EA SIDEPER SCHEDTOP PLATE LAP NAILINGWALL TYPEMIN LAP SPLICENAILS EA SIDENON-BEARING2'-0"(8) 16dNAILS EA SIDEPER SCHEDCONTINUOUSTOP PLATE LAP NAILINGSYMBOLMIN LAP SPLICENAILS EA SIDEALLOWABLE TOPCHORD CAPACITY4'-0"(8) 16d1,800#4'-0"(12) 16d2,700#4'-0"(16) 16d3,600#4'-0"(20) 16d4,500#4'-0"(24) 16d5,400#4'-0"(28) 16d6,300#4'-0"(32) 16d7,200#ABCDEFGDBL TOP PLATE SPLICE NAILING1417-11-RC22 - S604 - 13NTSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S604.dwg, S604, Mar 31, 2025 4:31pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-604TYPICAL WOOD DETAILS12321333 BLOCK & STRAP PERP TO FRMG1417-11-RC22 - S605 - 13NTSFULL DEPTH BLKG FULL LENGTHOF STRAP W/ WIDTH PERSCHEDULESTRAP PER PLAN, T&B, SPLICEAS REQ'D WITH LAP LENGTH& FASTENERS PER SCHEDULEDBL TOP PL & 2xSTUDS PER PLANWOJST FRMG PER PLANPLY SHTG PERPLAN & SCHEDLENGTH OF STRAPPINGPER PLANEND LENGTHPER SCHEDSTRAP MODELEND FASTENERSENDLENGTH (IN)FASTENERSPER SPLICESPLICELENGTH (IN)MIN BLKGWIDTHALLOWABLETENSIONLOADS (lbs)CS16(20) 10d11(5) 10d8112"1,705(22) 8d13(6) 8d9CS14(26) 10d15(6) 10d9112"2,490(30) 8d16(7) 8d10CMSTC16(50) 16d20(11) 16d10312"4,690(50) 16d20(11) 16d10CMST14(56) 16d26(13) 16d14312"6,475(66) 10d30(15) 10d15CMST12(74) 16d33(18) 16d18312"9,215(86) 10d39(22) 10d21SHEARWALL WALL POST TO BEAM HOLDOWN1417-11-RC22 - S605 - 42NTS1 12" CLR MINTYP AT DBL STRAPMIN MEMBERDEPTH SIMP "MSTC" PRE-BENT STRAPPER SCHED (ICC-ESR-2105)MIN MEMBERWIDTHBM PERPLANPLY SHTG PERPLAN & SCHEDNO NAILSREQD 21" MINNAILS PER SCHED POST PER PLANMIN 4x POST OR (2) 2x1 12" FROM SILLTO FIRST NAILFACE NAILSPER SCHEDTYPEPRE-BENT STRAPMIN WOOD BEAMDIMENSIONSFASTENERS(EA STRAP)ALLOWABLETENSIONLOADS (LBS)WIDTHMIN (in)DEPTH MIN(in)BEAMSTUDS/POSTFACEBOTTOMMSTC48B33"9 14"12-10d4-10d38-10d3,975MSTC66B33 12"11 14"14-10d4,505(2) MSTC48B33"9 14"12-10d7,354(2)MSTC66B33 12"11 14"14-10d8,3345A5B5C5D" A " MAX1'-0" MIN1'-0" MIN" B " "D" MAX NOTCHES MIN6'-0" OC" C " MAXBORED HOLETOP ORSILL PL1 12" WIDE x 16 GAGE GALVANIZED STRAP FASTENED TO EA PL ACROSSTHE OPNG & ATTACHED ON EA SIDE OF THE OPNG W/ NOT LESS THAN" F " 16d COMMON NAILSNOTCH AND HOLE LIMITATIONSTOP PL ORSILL PLABCDEF2X4312"112"114"112"534"62X6412"214"214"212"814"92X8512"3"314"312"1214"12" E "TOP PL AND SILL NOTCH AND BORING LIMITATIONS1417-11-RC22 - S605 - 11NTSEXTERIOR & BEARING STUDSNON-BEARING STUDSNOTES:1.NOTCHING AND BORING NOT PERMITTED IN THE SAME STUD SECTION.2.NO MORE THAN 2 SUCCESSIVE DBL. STUDS ARE PERMITTED TO HAVE 60% MAX BORED HOLES.40% MAXSTUD WIDTH NOTCH60% MAX STUDWIDTH BORE25% MAX STUDWIDTH NOTCHSEE NOTE 1SEE NOTE 158" MIN FROMFACE OF STUD40% MAX STUDWIDTH BORE (60%AT DBL STUDS - SEENOTE 2)MAXIMUM BORED HOLE DIAMETER/NOTCH DEPTHSTUD SIZE(IN)APPLICATIONMAX HOLE DIAMETER(IN)MAX NOTCH DEPTH(IN)2X4NON-BEARING2 18"1 38"EXTERIOR/BEARING1 38" 78"2X6NON-BEARING3 14"2 316"EXTERIOR/BEARING2 316"1 38"58" MIN FROMFACE OF STUDTYP WALL NOTCH AND BORING LIMITATIONS1417-11-RC22 - S605 - 12NTSSIMP 'CMST14'APPLIED OVER SHTG2x4 (MIN) FLAT BLKGFULL LENGTH OF STRAP8'-0" MIN, UNO30"DBL TOP PLNOTE:FRAMING ABOVE NOT SHOWN FOR CLARITYDBL STUD @ WALL END(OR POST PER PLAN)STRAP @ BALLOON FRAMED STUD WALL1417-11-RC22 - S605 - 13NTSWALL SHTG PERPLAN & SCHEDSILL W/ FASTENERS PERSHEAR WALL SCHEDPOST PER PLAN & SCHEDPLY SHTG PERPLAN & SCHEDPOST BELOW PER PLAN & SCHEDPOST BLKG BTWN TOP PL & PLY &TO MATCH SIZE OF POST BELOWRIM JST / BLKGFLR JST BEYONDPER SHEAR WALL SCHED END LENGTHEND LENGTH "CMST" OR "CS"(ICC-ESR 2105) PER SCHEDEN PER SW SCHED@ BOUNDARY POSTENSTRAP ACROSS FLOOR1417-11-RC22 - S605 - 12NTSENENENBNMARKSTRAP MODELFASTENERS *END LENGTH(IN)ALLOWABLETENSION LOADS(lbs)CS1620-10d111,705CS1426-10d152,490CMSTC1648-10d204,610CMST1456-16d266,47566-10d30CMST1274-16d339,21586-10d392A2B2C2D2ENOTE:PLYWOOD FIELD NAILING NOT SHOWNFOR CLARITY. REFER TO DIAPHRAGMAND SHEAR WALL SCHEDULE*HALF OF THE FASTENERS ARE INSTALLED ON THE UPPER POST, AND REMAINING HALFOF THE FASTENERS ARE INSTALLED ON THE LOWER POSTDROP BMPER PLANSW POST OR STUDDBL TOP PLMIN END LENGTHPER SCHED(TYP EA SIDE)134"MINDROP BMPER PLANALT STRAPLOCATIONMIN END LENGTHPER SCHED(TYP EA SIDE)DROP BMPER PLANALT STRAPLOCATIONSIMP "CMST" (ICC-ESR 2105)STRAP PER PLAN & SCHEDDBL TOP PLDBL TOP PLSIMP "CS" (ICC-ESR 2105)STRAP PER PLAN & SCHEDSIMP "CS" OR "CMST"(ICC-ESR 2105) STRAPPER PLAN & SCHEDMIN FASTENERSPER SCHED, EA SIDEMIN END LENGTHPER SCHED(TYP EA SIDE)SIMP "CS" OR "CMST"(ICC-ESR 2105) STRAPPER PLAN & SCHEDFLUSH BMPER PLANSW POSTOR STUDMIN END LENGTHPER SCHED(TYP EA SIDE)134"MINMIN END FASTENERSPER SCHED, EA SIDESTRAP MODELEND FASTENERSEND LENGTH(IN)ALLOWABLETENSION LOADS(lbs)CS16(20) 10d111,705(22) 8d13CS14(26) 10d152,490(30) 8d16CMSTC16(50) 16d204,690CMST14(56) 16d266,475(66) 10d30CMST12(74) 16d339,215(86) 10d39CSTRAP TO TOP OF DROP BEAMBSTRAP TO FACE OF DROP BEAMASTRAP TO BOTTOM OF FLUSH BEAMMIN END FASTENERSPER SCHED, EA SIDE134"MIN134"MINMIN END FASTENERSPER SCHED, EA SIDEDBL TOP PLSW POSTOR STUDSW POSTOR STUDDRAG STRAP AT BEAM-TO-WALL1417-11-RC22 - S605 - 33NTSDRAG TRUSSPER PLAN, WOCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S605.dwg, S605, Mar 31, 2025 4:32pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-605TYPICAL WOOD DETAILS1112132333434222 WOOD BEAM TO CMU1417-11-RC22 - S621 - 41NTSNOTES:1. PLYWOOD FIELD NAILING NOT SHOWN FOR CLARITY. REFER TO DIAPHRAGM AND SHEAR WALL SCHEDULE2. REFER TO GENERAL NOTES FOR GUILDELINES ON EXPOSED MEMBERS AND CONNECTORS AT EXTERIOR CONDITION2x6 STUD WALL @ 16"OCABOVE WOCMU WALL PER PLANAND ELEVWHERE WALL OCCURS ABOVE, USE 2x PTW/12"Ø SIMP TITEN HD @ 24"OC (2 MIN)W/3 12" EMBED (ICC ER-1056), 4" FROMEDGE OF MASONRY, AND OUTSIDE OFANY HEAD JOINTBM PER PLANSIMP 'HUC610' W/(14) 14"x2 34" (TTN25 234H) SIMP'TITEN' TO CMU WALLBEAM SUPPORT WALL ABOVE1417-11-RC22 - S621 - 12NTSNOTES:1. PLYWOOD FIELD NAILING NOT SHOWN FOR CLARITY. REFER TO DIAPHRAGM AND SHEAR WALL SCHEDULE2. REFER TO GENERAL NOTES FOR GUILDELINES ON EXPOSED MEMBERS AND CONNECTORS AT EXTERIOR CONDITIONB SHTG WALL 2x BLKG TO MATCH DEPTH OF JST(BLKG MAY OCCUR EITHER SIDE OF BM)PLY SHTG PERPLAN & SCHEDSILL PL NAILING PERSHEAR WALL SCHEDBM PER PLANBNROOF JSTPER PLANW/(2) 16dROOF FRAMING TO 8" CMU WALL1417-11-RC22 - S621 - 23NTSE SHTG WALL SIMP 'A35' W/SPCG PERSHEAR WALL SCHEDPLY SHTG PERPLAN & SCHEDLL/22'-0" MAX2x LOOKOUT BLKG TOMATCH OUTLOOK DEPTHBNBNSIMP 'H2.5A' HGR (ICC-ESR 2613)@ EA OUTLOOK2x OUTLOOK @ 48" OCTO MATCH RAFTER DEPTH(4) 16d RAFTER TOOUTLOOK, TYPENBNWALL STUDS PERPLAN & SCHEDSILL PL W/FASTENERSPER SW SCHED3x8 PT NAILER CONTW/SHEAR BOLT SIZE &SPCG PER SW SCHEDENENCMU WALL PER PLANROOF RAFTER TO 8" CMU WALL1417-11-RC22 - S621 - 13NTSENROOF SHTG PERPLAN & SCHEDWALL STUDS PERPLAN & SCHEDSILL PL W/FASTENERSPER SW SCHEDNOTES:1. PLYWOOD FIELD NAILING NOT SHOWN FOR CLARITY. REFER TO DIAPHRAGM AND SHEAR WALL SCHEDULE2. REFER TO GENERAL NOTES FOR GUILDELINES ON EXPOSED MEMBERS AND CONNECTORS AT EXTERIOR CONDITION2x RIDGE BOARD PER PLANSIMP 'LSTA24' STRAP ACROSS RIDGEFULLY NAILED @ 32"OC MAXSIMP 'U' HGRB SHTG WALL BNWALL STUDS PER PLAN& SCHEDSILL PL W/FASTENERSPER SW SCHED3x8 PT NAILER CONTW/SHEAR BOLT SIZE &SPCG PER SW SCHEDENB SHTG WALL ENEN2x BLKG W/ SIMP"A35" @ 16"OCROOF JST PER PLANCMU WALL PER PLANROOF FRAMING TO 8" CMU WALL1417-11-RC22 - S621 - 42NTSESHTGWALL SIMP 'A35' W/SPCG PERSHEAR WALL SCHEDPLY SHTG PERPLAN & SCHEDLL/22'-0" MAX2x LOOKOUT BLKG TOMATCH OUTLOOK DEPTHBNBNSIMP 'H2.5A' HGR (ICC-ESR 2613)@ EA OUTLOOK2x OUTLOOK @ 48" OCTO MATCH RAFTER DEPTH(2) 16d RAFTER TOOUTLOOK, TYPENBNWALL STUDS PERPLAN & SCHEDSILL PL W/FASTENERSPER SW SCHED3x PT LEDGER CONT W/58"Ø AB @ 32"OCENCMU WALL PER PLANBEAM PER PLAN2x CEILING JST PER PLANW/SIMP 'HU' HGR EA ENDROOF RAFTER AT EXTERIOR WALL1417-11-RC22 - S621 - 32NTSNOTES:1. PLYWOOD FIELD NAILING NOT SHOWN FOR CLARITY. REFER TO DIAPHRAGM AND SHEAR WALL SCHEDULE2. REFER TO GENERAL NOTES FOR GUILDELINES ON EXPOSED MEMBERS AND CONNECTORS AT EXTERIOR CONDITIONESHTGWALL SIMP 'A35' W/SPCG PERSHEAR WALL SCHEDPLY SHTG PERPLAN & SCHEDLL/22'-0" MAX2x LOOKOUT BLKG TOMATCH OUTLOOK DEPTHBNBNSIMP 'H2.5A' HGR (ICC-ESR 2613)@ EA OUTLOOK2x OUTLOOK @ 48" OCTO MATCH RAFTER DEPTH(4) 16d RAFTER TOOUTLOOK, TYPENBNWALL STUDS PERPLAN & SCHEDRIDGE DETAIL1417-11-RC22 - S621 - 11NTSNOTES:1. PLYWOOD FIELD NAILING NOT SHOWN FOR CLARITY. REFER TO DIAPHRAGM AND SHEAR WALL SCHEDULE2. REFER TO GENERAL NOTES FOR GUILDELINES ON EXPOSED MEMBERS AND CONNECTORS AT EXTERIOR CONDITIONSLOPE PERARCHROOF RAFTER PER PLANW/ SIMP "U" HANGER2x RIDGE BOARDPER PLANPLY SHTG PERPLAN & SCHEDSIMP "LSTA12" STRAP (ICC-ESR 2105)ACROSS RIDGE W/ (10) SD9112FASTENERS TOTAL @ 4'-0" OC MAX.2x4 RAFTER TIES W/(4) 16d TO EA RAFTER6" MIN 12" MAX ROOF RAFTER TO 8" CMU WALL1417-11-RC22 - S621 - 11NTSROOF SHTG PERPLAN & SCHEDROOF RAFTERPER PLAN3x8 PT NAILER CONT W/58"Ø AB @ 32"OC2x BLKG CONT W/ 'A35' @ 24" OC2x FASCIA W/ (2)16d EA JSTBNBNCMU WALL PER PLANNOTES:1. PLYWOOD FIELD NAILING NOT SHOWN FOR CLARITY. REFER TO DIAPHRAGM AND SHEAR WALL SCHEDULE2. REFER TO GENERAL NOTES FOR GUILDELINES ON EXPOSED MEMBERS AND CONNECTORS AT EXTERIOR CONDITION'HGAM10KTA' @ 32"OC W/(4) 14"ØTITEN TURBO HEX SCREWS TO CMUWALL W/2 12"MIN EMBED & (4) 14"Ø x 112" SDS SCREWS TO RAFTERPER ARCH(2'-6" MAX)ROOF RAFTER ABOVE BEAM1417-11-RC22 - S621 - 12NTSENROOF SHTG PERPLAN & SCHEDROOF RAFTERPER PLAN2x BLKG W/ SIMP "A35"PER SHEAR WALLSCHED, 24" OC MAXBM PER PLANNOTES:1. PLYWOOD FIELD NAILING NOT SHOWN FOR CLARITY. REFER TO DIAPHRAGM AND SHEAR WALL SCHEDULE2. REFER TO GENERAL NOTES FOR GUILDELINES ON EXPOSED MEMBERS AND CONNECTORS AT EXTERIOR CONDITIONALT SIMP "LTP4"OPTION TO MATCH"A35" SPCG2x RIDGE BOARD PER PLANSIMP 'LSTA24' STRAP ACROSS RIDGEFULLY NAILED @ 32"OC MAXSIMP 'U' HGRB SHTG WALL BNWALL STUDS PER PLAN& SCHEDSILL PL W/FASTENERSPER SW SCHEDEXTERIOR SHEAR WALL @ ROOF1417-11-RC22 - S621 - 21NTSROOF SHTG PERPLAN & SCHED2x4 RAFTER TIES W/(4)16d TO EA RAFTERENSIMP 'H1' CONN(ICC-ESR 2613)2x BLKG W/ SIMP'A35' @ 16" OCBNBNWALL STUDSPER PLANNOTES:1. PLYWOOD FIELD NAILING NOT SHOWN FOR CLARITY. REFER TO DIAPHRAGM AND SHEAR WALL SCHEDULE2. REFER TO GENERAL NOTES FOR GUILDELINES ON EXPOSED MEMBERS AND CONNECTORS AT EXTERIOR CONDITIONB SHTG WALL ROOF RAFTERPER PLANCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCOMMUNITY PARK C. PRESSLERM. DOREMUSAS NOTEDAPRIL, 20251417-11-RC2291439-01N:\1400\1417-11-RC22-Righetti-Ranch-Parks\Structural\ConDocs\Sheet-Files\1417-11-RC22 - S621.dwg, S621, Mar 31, 2025 4:33pm, CPressler 100% CONSTRUCTION DOCUMENTS RIGHETTI RANCH PARKS -S-621ROOF FRAMING DETAILS111213233343422122313241 E001GENERAL ELECTRICAL NOTES, LEGEND AND ABBRIVATIONSSURFACEMOUNT CABINETFLUSHMOUNT CABINETSURFACEMOUNT PANELFLUSHMOUNT PANELLCPLIGHTING CONTROL PANELDIMMER3-WAY4-WAYDPSTDUPLEX- FLOOR OUTLETGROUND FAULT CIRCUIT INTERRUPTTV OUTLET-FLOORMOUNTABOVE-CLGMOUNT J-BOXDROP CORD RECEPTPHONE/DATA COMBO FLOOR OUTLETPHONE/DATA COMBO OUTLETDATA FLOOR OUTLETTELEPHONE FLOOR OUTLETJUNCTION BOXTELEPHONE OUTLETMISCELLANEOUSCIRCUIT BREAKERFUSIBLE SWITCHSAFETY DISCONNECTTELEVISION OUTLETGROUNDDATA OUTLETFLOORMOUNT 208V, 1Ø RECEPTSINGLE RECEPT.DUPLEX RECEPT.DOUBLE DUPLEXPOWER/COMM.DUPLEX- HALF SWITCHEDSPECIAL CONFIGURATIONNOTE: INTERPRET IN CONTEXTSURFACE FLUOR.SWITCHESALETTER ADJACENT INDICATES(ARROW INDICATES DIRECTION)FIXTURE TYPESPSTRECESSED WALLMOUNTEXIT LIGHT- CEILINGEXIT LIGHT- WALLWALLPACKPHASEØWALL SURFACEMOUNT LINEAR TYPEUPLIGHT- FLUSH IN GRADEPOLE LIGHT- DECORATIVEPENDANT LINEAR FLUOR.UNDERCABINET LIGHTTANDEM-WIRED LAMPSBOLLARDSTRIP FIXTURE UONDIRECTIONAL FLOODEMERGENCY FIXTUREPOLE LIGHTTRACK LIGHTJTVCJTVGFIJLIGHT FIXTURESLEGENDCEILING SURFACEMOUNTWALL SURFACEMOUNTRECESSED DOWNLIGHTRECESSED WALLWASHRECESSED FLUOR.PENDANT MOUNT(E) POWER HOMERUNINDICATES LINE CONTINUESWIRE LINE- CONTINUESCONDUIT STUB (W/MARKER)VERTICAL CONDUIT RUNFLEXIBLE CONNECTIONSURFACEMOUNT RACEWAYCORD W/PLUGLOW VOLTAGELVCONDUIT SEALNEW POWER HOMERUN(3 HOTS & NEUT SHOWN)CONDUIT/WIREISOLATED GROUNDEXISTING TO REMAINNEWE2D34UNDERGROUNDNUMBERED SHEET NOTES: REFERS TO NOTESON SAME SHEET AS REFERENCEDETAIL REFERENCE:-DETAIL DESIGNATION-SHEET NUMBER REFERENCECONVENTIONSX-1MOUNTED ABOVE COUNTERMOUNTED ABOVE COUNTER*PPNLIGHT POWER PACKVACANCY SENSOROSGENERAL NOTES3103FEEDER SCHEDULE DESIGNATION(EXAMPLE: 3103 = 310 AMPERE, 600V, 3 CURRENT CARRYING CONDUCTORS,'CO14' INDICATES CONDUIT ONLY,PREFIXES: 'M' INDICATES MEDIUM VOLTAGE, QUANTITY (1) AND SIZE (4")SPEAKER- CLG FLUSHMOUNTSSOUNDVACANCY SENSOR WITH DIMMINGOSDWIRELESS ACCESS POINTWIFIWIAVAPAUXILIARY/MICROPHONEWALL FLUSHMOUNTVOLUME CONTROLWALL FLUSHMOUNTWIRELESS SYSTEM-WALL FLUSHMOUNTABBREVIATIONSAAMPEREABAMP BREAKERABANDABANDONEDABVABOVEACALTERNATING CURRENTAC-#AIR CONDITIONERADJADJACENTAFAMP FUSE, AMP FRAMEAFFABOVE FINISH FLOORAFGBOVE FINISH GRADEAICAMPERES INTERRUPTINGCAPACITYAlALUMINUMASAMP SWITCH RATINGATSAUTOMATIC TIME SWITCHATSAUTOMATIC TRANSFERSWITCHAVAUDIBLE/AUDIO VISUALAWGAMERICAN WIRE GAGEBFGBELOW FINISH GRADEBILBASIC IMPULSE LEVELBLDGBUILDINGCCONDUIT-C-CATV CONDUITCAB'TCABINETCATVCABLE TELEVISIONCBCIRCUIT BREAKER, CODEBLUECBCCA. BUILDING CODECECCA. ELECTRICAL CODECA. ENERGY COMMISSIONCFCOMPACT FLUORESCENTCFCCALIFORNIA FIRE CODECLGCEILINGCLCENTER LINECKTCIRCUITCNT'RCONTRACTORC.O.CONDUIT ONLY(W/PULLROPE)CONDCONDUIT, CONDUCTORCRCRITICAL BRANCHCSFMCALIFORNIA SFMCTCURRENT TRANSFORMERCuCOPPERCU-#CONDENSING UNITDDEPTHDCDIRECT CURRENTDFDRINKING FOUNTAINDIADIAMETERDISCDISCONNECTDISTDISTRIBUTIONDPSTDOUBLE POLE SINGLETHROWDWDISHWASHEREMEMERGENCY(E)EXISTINGEAEACHEBELECTRONIC BALLASTECELECTRICAL CONTRACTOREC-#EVAPORATIVE COOLEREF-#EXHAUST FANELEVENING LIGHTELECELECTRICALEMEMERG BATTERY BACKUPEMERGENCY BALLASTEMERGEMERGENCYEOLEND OF LINEEQUIP'TEQUIPMENTESENERGY SAVING(EXN)(E) IN (N) LOCATION(EXR)(E) TO BE (R)EXTEXTERIORFFLUORESCENT(F)FUTUREF-#FURNACEFAFIRE ALARMFACP FIRE ALARM CONTROL PANELFAT FIRE ALARM TERMINALFAU FORCED AIR UNITFBO FURNISHED BY OTHERSFC-# FAN COILFLA FULL LOAD AMPSFLR FLOORFLUOR FLUORESCENTFS FUSIBLE SWITCHFSASFIRE STATION ALERTINGSYSTEMFVNRFULL VOLTAGENON-REVERSINGG GROUNDING CONDUCTORGC GENERAL CONTRACTORGD GARBAGE DISPOSALGFCI GROUND FAULT CIRCUITINTERRUPTERGFI GROUND FAULT CIRCUITINTERRUPTERGND GROUNDGRS GALVANIZED RIGID STEELGWS GANG WITH SWITCHH HEIGHT, HIGHHACRHEATING, AC & REFRIGHID HIGH INTENSITY DISCHARGEHOHIGH OUTPUTHOAHAND-OFF-AUTOhp HORSEPOWERHPF HIGH POWER FACTORHPS HIGH PRESSURE SODIUMIC INTERCOMID IDENTIFICATIONIF INSIDE FROSTIG ISOLATED GROUNDJ-BOXJUNCTION BOXk QUANTITY 1000kVA KILOVOLTAMPSkW KILOWATTLCLIGHTING CONTACTORLPSLOW PRESSURE SODIUMLRALOCKED ROTOR AMPSLSLIFE SAFETY BRANCHLT LIGHTLTG LIGHTINGLV LOW VOLTAGEMC MECHANICAL CONTRACTORMCA MINIMUM CKT AMPSMCB MAIN CIRCUIT BREAKERMCTB MAIN CATV TERMINAL BOARDMCTC MAIN CATV TERMINALCABINETMECH MECHANICALMFRMANUFACTURERMFS MAIN FUSIBLE SWITCHMH METAL HALIDEMLO MAIN LUGS ONLYMOCP MAXIMUM OCPMSB MAIN SWITCHBOARDMT MOUNTMT HT MOUNTING HEIGHTMTS MANUAL TRANSFER SWITCHMTTB MAIN TELEPHONE TERMINALBOARDMTTC MAIN TELEPHONE TERMINALCABINETMW MICROWAVEN NEUTRAL (GROUNDEDCONDUCTOR)(N)NEWN3R NEMA 3RNC NORMALLY CLOSEDNEC NATIONAL ELECTRICAL CODENEMA NAT'L ELECMANUFACTURER'S ASSOCNIC NOT IN CONTRACTNL NIGHT LIGHTNO NORMALLY OPENNPF NORMAL POWER FACTORNTS NOT TO SCALEOC ON CENTEROCPOVERCURRENT PROTECTIONODOUTSIDE DIAMETEROH OVERHEADOSAOFFICE of the STATEARCHITECTOSHPDOFFICE of STATEWIDEHEALTH PLANNING &DEVELOPMENTOVLDOVERLOADP POLEPA PUBLIC ADDRESSPB PULLBOXPC PULL CHAINPC PHOTOCELLPC PLUMBING CONTRACTORph PHASEPNL PANELPOC POINT OF CONNECTION-PP-POWER PRIMARY-PS-POWER SECONDARYPVPHOTOVOLTAIC(R)RELOCATE(D)RECEPT RECEPTACLEREFREFRIGERATORREQ'DREQUIREDRLA RATED LOAD AMPSRMROOMRMCRIGID METAL CONDUITRMVREMOVERPLCREPLACERSRAPID STARTSCSIGNAL CABINETSCCSHORT CKT CURRENTSFMSTATE FIRE MARSHALSHTSHEETSLSLIMLINE, SWITCH LEGSPECSPECIFICATIONSPSTSINGLE POLE SINGLE THROWSQSQUARESTR'GSTORAGESURFSURFACESVCSERVICESWSWITCHTTRANSFORMER, TERMINAL-T-TELEPHONE CONDUIT(TBR)TO BE REMOVEDTCTIME CLOCKTELTELEPHONETELCOTELEPHONE COMPANYTSTIME SWITCHTSOTIME SWITCH OVERRIDETSPTWISTED SHIELDED PAIRTTBTELEPHONE TERMINALBOARDTTCTELEPHONE TERMINALCABINETTXTRANSFORMERTYPTYPICALTYP SIM TYPICAL SIMILARUCUNDERCABINET,UNDERCOUNTERUGUNDERGROUNDUGPSUNDERGROUND PULLSECTIONULUNDERWRITERSLABORATORIESUONUNLESS OTHERWISE NOTEDUSAUG SVC ALERT 800-642-2444VVOLTVAVOLT AMPERESVACVOLT ALTERNATINGCURRENTVHOVERY HIGH OUTPUTVOLTVOLTAGEVRVANDAL-RESISTANTWWIDTH, WATT, WIREWH-#WATER HEATERWPWEATHERPROOF (NEMA 3R)XFMRTRANSFORMER+48INDICATES MOUNTINGHEIGHT AFFELECTRICAL DRAWING LISTE001ELECTRICAL NOTES, LEGEND, AND ABBREVIATIONSE002SINGLE LINE DIAGRAM AND FIXTURE SCHEDULEE301~E303ELECTRICAL DETAILSE304EXTERIOR LIGHTING CUTSHEETS1.CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITHCODES, STANDARDS, AND ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVINGJURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMITAPPLICATION) OF THE FOLLOWING PUBLICATIONS:A.CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2019 CALIFORNIA ELECTRICALCODE, 2022 CALIFORNIA FIRE CODE, 2022 CALIFORNIA BUILDING CODE, ETC. WITH LOCALAMENDMENTS AS APPLICABLE.B.AMERICANS WITH DISABILITIES ACT (ADA).2.SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFEAND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT ISENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES ASWELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS,TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESSOF NEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOBSITE.3.FIRE RATED ASSEMBLIES SHALL MAINTAIN RATINGS AS SPECIFIED IN THE CALIFORNIA BUILDINGCODE CHAPTER 7. CONTRACTOR SHALL PROVIDE AND INSTALL PHYSICAL ENCLOSURE AROUNDFIXTURES, PANELS, ETC. AS REQUIRED. ALL ASSEMBLIES TO BE PENETRATED SHALL BEINSTALLED WITH APPLICABLE THROUGH-PENETRATION FIRESTOP SYSTEM AS DETERMINED BY ULCLASSIFICATION. BEFORE CONSTRUCTION, VERIFY AND COMPLY WITH REQUIREMENTS OF LOCALAUTHORITY HAVING JURISDICTION.4.MOUNTING HEIGHTS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:+15" AFF: RECEPTACLES, TELEPHONE, TV & DATA OUTLETS. (MEASURED BOTTOM OF OUTLETBOX)+46" AFF: OUTLET ABOVE COUNTER (MEAUSRED TOP OF OUTLET BOX)+48" AFF: LIGHT SWITCHES. (MEASURED TOP OF OUTLET BOX)+48" AFF: FIRE ALARM MANUAL PULL STATIONS, T-STATS. (MEASURED TOP OF OUTLET BOX)THE LOWER OF +80" AFF TO BOTTOM OF LENS, OR 6" BELOW CEILING: FIRE ALARM VISUALS.ELECTRICAL SWITCHES: CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OFTHE ROOM OR AREA TO CONTROL LIGHT AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING,HEATING AND VENTILATING EQUIPMENT, SHALL BE LOCATED NO MORE THAN 48 INCHESMEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES MEASURED FROMTHE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM.[CBC 11B-308.1.1]ELECTRICAL RECEPTACLE OUTLETS: ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITSOF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NOMORE THAN 48 INCHES MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX ORRECEPTACLE HOUSING NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THERECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING TO THE LEVEL OF THE FINISH FLOOR ORWORKING PLATFORM [CBC 11B-308.1.2]BEFORE ROUGH-IN, VERIFY ALL MOUNTING HEIGHTS AND EXACT LOCATIONS FOR ALL EQUIPMENTELECTRICAL CONNECTIONS, STUB-UPS, RECEPTACLES, OUTLETS, ETC. WITH ARCHITECT OROWNER. PLACE DEVICES LOCATED ABOVE COUNTERS, SHELVING, ETC. AND IN BATHROOMS SO ASNOT TO CONFLICT WITH EDGES OF WAINSCOTING, COUNTER SPLASH, SHELVING, ETC.ARCHITECTURAL SHEETS SHALL GOVERN.4.LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS ANDOTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATEDPLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLYLABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITSTERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL ANDSPLICE BOXES).5.EQUIPMENT ANCHORAGE NOTEALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE ANCHORED OR BRACED TO MEET THEHORIZONTAL AND VERTICAL FORCES PRESCRIBED IN THE 2019 CBC, SECTIONS 1613A AND 1616AAND ASCE 7-10 SECTIONS 13.3, 13.4 & 13.6.THE ATTACHMENT OF THE FOLLOWING ITEMS SHALL BE DESIGNED TO RESIST THE FORCESPRESCRIBED ABOVE, BUT NEED NOT BE DETAILED ON THE PLANS PER 2019 CBC SECTION1616A.1.18:A.FURNITURE(EXCEPT STORAGE CABINETS AS NOTED IN 2019 CBC TABLE 13.5-1)B.TEMPORARY OR MOVABLE EQUIPMENT WITH EXCEPTIONS NOTED IN 2019 CBC SECTION1616A.1.18 ITEM 2.C.ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS IN SEISMIC DESIGNCATEGORIES D, E, OR FTHAT MEET ALL OF THE CRITERIA LISTED IN 2019 SECTION 1616A.1.18 ITEM 3.D.EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUPPORTED BY VIBRATION ISOLATORS.E.EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUSPENDED FROM A ROOF OR FLOOR ORHUNG FROM A WALLFOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THEINSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE MECHANICAL/ELECTRICAL ENGINEER.PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTEPIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO RESIST THEFORCES PRESCRIBED IN ASCE 7-10 SECTION 13.3 AS DEFINED IN ASCE 7-10 SECTION 13.6.8, 13.6.7,AND 13.6.5.5, ITEM 6, RESPECTIVELY.THE BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL COMPLY WITH ONE OF THE OSHPDPRE-APPROVALS WITH AN OPA#, SUCH AS MASON INDUSTRIES (OPA 349), OR ISAT (OPA 485) ASMODIFIED TO SATISFY ANCHORAGE REQUIREMENTS OF ACI 318, APPENDIX D.COPIES OF THE MANUAL SHALL BE ON THE JOBSITE PRIOR TO STARTING HANGING AND BRACING OFTHE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS.THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TOSUPPORT THE HANGER AND BRACE LOADS.MREFER TO SPECIFICATIONS 26 0519 FOR ADDITIONAL INFORMATION.1. WIRE CONNECTORS SHALL BE MINIMUM 75 DEGREE CENTIGRADE RATED ANDPROPERLY SIZED FOR THE NUMBER OF CONDUCTORS BEING CONNECTED,TERMINATED, SPLICED, ETC. ALL ABOVE GRADE CONNECTORS SHALL BE SOLDERLESSLUG OR PLASTIC WIRE NUT TYPE, SCREW ON, PRESSURE CABLE TYPE (WIRE UT ORSPRING NUT TYPE) 600 VOLT, 105 DEGREE C, WITH SKIRT TO COVER ALL PORTIONS OFSTRIPPED WIRES. CONNECTOR SHALL BE U.L. RATED FOR NUMBER AND SIZE OFCONDUCTORS BEING JOINED TOGETHER AS SPLICED.2. WIRES AND CABLES FOR LINE VOLTAGE SYSTEM AND CONTROLS. WIRE AND CABLESHALL BE COPPER, 600 VOLT RATED THROUGH OUT. CONDUCTORS 14AWG OT 10AWG,SOLID OR STRANDED. CONDUCTORS 8 AWG AND LARGER, STRANDED3. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED. MINIMUM SIZE FORINDIVIDUAL CONDUCTORS SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON PANELSCHEDULE OR PLANS. SIZE #8 AWG AND LARGER SHALL BE STRANDED CONDUCTOR.INDIVIDUAL CONDUCTORS SHALL BE INSULATED WITH TYPE, XHHW, THW, THHN/THWN600 VOLT INSULATION UNLESS OTHERWISE NOTED.4. PROPER INSULATION TYPE SHALL BE USED FOR THE PROPER ENVIRONMENTALAPPLICATION (I.E. WATERPROOF, WET LOCATION, PLENUM TEMPERATURE RATED). ALLCONDUCTORS, WIRING CABLE WHERE INSTALLED BELOW FLOOR, SLAB ORUNDERGROUND SHALL BE CONSIDERED WET LOCATIONS, AND SHALL BE RATEDACCORDINGLY. NON WATERPROOF CABLING IS NOT ALLOWED IN ANY BELOW GRADEOR WET APPLICATION.5.GROUP THE COMMON NEUTRAL CONDUCTOR FOR MULTIPLE CIRCUITS WITH ITSASSOCIATED UNGROUNDED CONDUCTORS WHEN CONTAINED IN THE SAMEENCLOSURE. CEC 200.4(B)6.THE BRANCH CIRCUIT SERVING EMERGENCY LIGHTING AND POWER CIRCUITS SHALLNOT BE PART OF A MULTIWIRE BRANCH CIRCUIT. CEC 700.19.CONDUCTORS AND CABLESCONDUIT SYSTEMS USED ON THIS PROJECT SHALL BE AS FOLLOWS1. PVC SCHEDULE 40 - underground/below slab with GRS elbows and risers tape wrapped).2.ELECTRICAL METALLIC CONDUIT (EMT) - above grade/slab in building construction and whereexposed above 8'-0" aff.3.GALVANIZED RIGID STEEL (GRS) - where exposed below 8'-0" aff. and/or where subject tophysical damage.4.FLEXIBLE STEEL CONDUIT - above ceilings and/or concealed in building construction (seal tightflex rquired in exterior locations).5.MC CABLE ALLOWED IN OCCUPANCY R2 ZONES ONLY.REFER TO SECTION 260533 & 260500 OF SPECIFICATIONS FOR ADDITIONAL INFORMATION.CONDUITS SHALL BE MINIMUM 1/2" UNLESS OTHERWISE NOTED, 3/4" FOR ALL HOME RUNCONDUITS AND WHERE ROUTED BELOW SLAB OR UNDERGROUND. CONDUIT SIZES, WHERENOT NOTED ON THE DRAWINGS, SHALL BE SIZED FOR MAXIMUM 40% FILL PER CEC 310-6.ADDITIONAL CONDUIT REQUIREMENTS.-ROUTE CONDUIT(S) BELOW GRADE OR ABOVE CEILING SO THAT WALL OUTLETS,DEVICES, AND CONDUITS IN ALL EXPOSED BRICK WALL LOCATIONS SHALL BERECESSED MOUNTED INSIDE BRICK. LOCATE DEVICES AT CELL WITHREINFORCEMENT CENTER AT BRICK AND/OR ONE CELL OVER AWAY FROM JAMB.REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR CMU WALL LOCATIONSSECTIONS, AND DETAILS.-NO CONDUITS OR PIPING IN ANY SPACE SHALL BE EXPOSED AT THE CEILING ANDWALL (COORDINATE WITH ALL DISCIPLINES PRIOR TO CONSTRUCTION). LOCATE ALLCONDUIT WITHIN WALLSCONDUIT SYSTEMS NOTESA.ALL 15 AND 20AMPERE RECEPTACLES FOR BOTH DAMP AND WET LOCATIONSREQUIRED TO BE LISTED WEATHER-RESISTANT (WR) TYPE PER CEC 406.9 (A) AND (B)B.CEC 406.9(A) RECEPTACLES IN DAMP LOCATIONS: RECEPTACLES INSTALLEDOUTDOORS IN A LOCATION PROTECTED FROM THE WEATHER OR IN OTHER DAMPLOCATIONS SHALL BE AN ENCLOSURE FOR THE RECEPTACLE THAT ISWEATHERPROOF WHEN THE RECEPTACLE IS COVERED (ATTACHMENT PLUG CAP NOTINSERTED AND RECEPTACLE COVERS CLOSE)C.CEC 406.9(B) RECEPTACLES OF 15 AND 20AMP, 125 AND 250 VOLTS INSTALLED IN AWET LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHETHER ORNOT THE ATTACHMENT PLUG CAP IS INSERTED. AN OUTLET BOX HOOD INSTALLEDFOR THIS PURPOSE SHALL BE LISTED AND SHALL BE IDENTIFIED AS 'EXTRA-DUTY"OTHER LISTED PRODUCTS, ENCLOSURES, OR ASSEMBLIES PROVIDINGWEATHERPROOF PROTECTION THAT DO NOT UTILIZE AN OUTLET BOX HOOD NEED TOBE MARKED "EXTRA DUTY"D.EXCEPTION: 15 AND 20AMP, 125 THROUGH 250 VOLT RECEPTACLES INSTALLED IN AWET LOCATION AND SUBJECT TO ROUTINE HIGH-PRESSURE SPRAY WASHING SHALLBE PERMITTED TO HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHEN THEATTACHMENT PLUG IS REMOVED.E.ALL 15 AND 20AMPERE RECEPTACLES FOR BOTH DAMP AND WET LOCATIONSREQUIRED TO BE LISTED WEATHER-RESISTANT (WR) TYPE PER CEC 406.9.F.ALL GFCI PROTECTION MUST BE READILY ACCESSIBLE.RECEPTACLES AT DAMP AND WETLOCATIONE003ELECTRICAL PANEL SCHEDULESE201RESTROOM ELECTRICAL PLANSE305INTERIOR LIGHTING CUTSHEETSA.UTILITY COMPANY CONTACTS: BEFORE CONSTRUCTION, COORDINATE & VERIFY ALL UTILITYCOMPANY REQUIREMENTS:PACIFIC GAS AND ELECTRIC (PG&E)XXXXXXXXX@PGE.COMAPPLICATION #XXXB.TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS SHALL BE THE RESPONSIBILITY OFTHE ELECTRICAL CONTRACTOR. ALL CONDUITS SHALL HAVE MINIMUM COVER REQUIREMENTS ASSPECIFIED IN CEC 300-5. MORE STRINGENT DEPTH REQUIREMENTS MAY BE IMPOSED BY UTILITYCOMPANY AND / OR THIS SPECIFICATION. JOINT TRENCHING MAY BE UTILIZED WHEREPRACTICABLE AND WERE PERMITTED BY THIS SPECIFICATION.C.LOCATIONS OF EXISTING UNDERGROUND (UG) UTILITY SYSTEMS SHALL BE DETERMINED BYCALLING UNDERGROUND SERVICE ALERT (USA). WHEN PLANNING UNDERGROUND WORK, ANDBEFORE YOU DIG, CONTACT UNDERGROUND SERVICE ALERT (USA) AT LEAST 48 HOURS PRIOR TOEXCAVATION (WEEKENDS EXCLUDED) FOR THE LOCATION OF UNDERGROUND GAS AND ELECTRICLINES OR EQUIPMENT.D.MAINTAIN REQUIRED CLEARANCES FROM ALL SANITARY SEWER, WATER AND STORM DRAINPIPING. REFER TO CIVIL PLANS FOR EXACT LOCATIONS AND DEPTHS OF PIPING.E.ALL SITE UTILITY WORK SHALL BE INSTALLED PER THE UTILITY COMPANY ISSUED CONSTRUCTIONDRAWINGS AND SPECIFICATIONS SPECIFIC TO THIS PROJECT. ANY UTILITY WORK PERFORMEDWITHOUT PRIOR UTILITY COMPANY APPROVAL SHALL BE DONE AT THE CONTRACTOR'S RISK.F.CONTRACTOR TO PROVIDE SECURITY LIGHTING WITHIN FENCE CONSTRUCTION AREA DURINGNON-WORK HOURS. CONTRACTOR TO PROVIDE TEMPORARY LIGHTING FOR PEDESTRIANPATHWAY OUTSIDE OF CONSTRUCTION FENCING IN VICINITY OF CONSTRUCTION AREA.GENERAL SITE PLAN NOTESE101~E104 ELECTRICAL SITE PLANE401INDOOR LIGHTING - T24 ENERGY COMPLIANCE FORMSE402OUTDOOR LIGHTING - T24 ENERGY COMPLIANCE FORMSE202TYPICAL BRIDGE ELECTRICAL PLANSCITY STANDARDSA.STANDARD 6010 - UTILITIES LOCATIONB.STANDARD 6020 - TRENCH DETAIL - PAVED OR UNPAVED STREETS.C.STANDARD 6030 - UNPAVED NON-TRAFFIC AREAS.D.STANDARD 6035 - CONDUIT TRENCH FOR TRAFFIC SIGNALS, STREET LIGHTS, AND CITYCOMMUNICATIONS.E.STANDARD 7520 - LIGHTING CIRCUIT.F.STANDARD 7905 - PATH LIGHTING.E004 FIXTURE SCHEDULESK:\ENG\2023\23-8003\1-COMMUNITY PARK\23-8003_E001_ELECTRICAL GENERAL NOTES & LEGEND.dwg, E001, Apr 03, 2025 1:57pm, Anthony RIGHETTI RANCH PARKS - 90% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARKEXPIRES: 09/30/26THOMA #23-8003San Luis Obispo, CA 93406P.O. Box 1167 - 3562 Empleo St.THOMA ELECTRIC, INC.Phone: (805) 543-3850cad@thomaelec.comER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A RO L I CRTIL FCAAI N HOMNAREEGINOFax: (805) 543-3829RPD NAOIEFSSLCJCRCJE306ELECTRIC VEHICLE CHARGING STATION CUTSHEETER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSL E002ELECTRICAL SINGLE LINE DIAGRAM-IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ANDCOORDINATE WITH THE SERVING UTILITY TO ENSURE ALL SERVINGUTILITY REQUIREMENTS ARE MET.-SERVICE ENTRANCE EQUIPMENT SHALL BE IN ACCORDANCE WITH THESERVING ELECTRIC UTILITY COMPANY'S REQUIREMENTS.-ALL CONDUCTORS SHALL BE COPPER WITH TYPE THWN INSULATIONUNLESS OTHERWISE NOTED.-ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, ASSPECIFIED, SHALL HAVE TERMINATION PROVISIONS LISTED ANDIDENTIFIED FOR USE WITH 75 DEG. CONDUCTORS, AND ALL FEEDERCONDUCTORS, AND CONDUITS, ARE SIZE BASED ON USE OF 75 DEG. CCOPPER WIRES TYPE THWN/THHN.-ALL EQUIPMENT SHALL HAVE AN APPROVED TESTING LABORATORYLABEL ATTACHED [UL, CSA, ETC.] (CEC 110-2).-IN ACCORDANCE WITH CEC 110.16. PROVIDE ARC FLASH PROTECTIONWARNING LABELS ON EACH PEDESTAL. LABELS SHALL BE PER ANSIZ535.4 GUIDELINES.M2P200A(N)21A-"M/M-N" REFERENCE NOTES1.5SECONDARY CONDUITS TO SITE TRANSFORMER PAD PER PG&EHANDOUT DRAWINGS. REFER TO SITE PLAN FOR CONDUIT SIZE.2.NEW PG&E APPROVED WALL MOUNTED NEMA 3R COMMERCIAL METERMAIN, "M/M-N" (200AMP, 120/240V, 1Ø, 3W)3.NEW PG&E APPROVED SWITCHGEAR NEMA 3R, "MSB-S" (800AMP,120/208V, 3Ø, 4W).4.RESTROOM PANELBOARD.5.PROVIDE (7) DUAL PORT BOLLARD MOUNT EV CHARGERS WITHINTEGRAL GATEWAY MODEM AND 5 YEAR WARRANTY (CHARGE POINTCT4021-GW1). INSTALL PER MANUFACTURER REQUIREMENTS ANDPROVIDE ALL ACCESSORIES AND CONCRETE BASE FOR A FULLYWORKING SYSTEM. SEE SHEET E306 FOR MANUFACTURER CUT SHEET.6.REFER TO MAIN SWITCHBOARD SCHEDULE FOR VOLTAGE DROPCALCULATIONS.7.SURGE PROTECTIVE DEVICE "SPD". PROVIDE INTEGRAL WITH "MSB" ANDPANELBOARD WITH INTERNAL DISCONNECT. PROVIDE KV/PHASE SHOWN ONSINGLE LINE DIAGRAM.SINGLE LINE DIAGRAM NOTES1UPPER SITE SINGLE LINE DIAGRAM - 1204 TIBURON2LOWER SITE SINGLE LINE DIAGRAM - 1202 TIBURONM3P800A(N)3140A2PB-"MSB-S" PANELRSEV1,2200A3P40A2PEV3,440A2P3HPIRRIGATIONPUMP10A (208V, 3PH)20A3PVFD452554G853853853BSWITCHGEAR "MSB-S" ELEVATION (2-SECTION GEAR)AWALL MOUNT METER MAIN "M/M-N"PANELRN50A2P35340A2PEV5,640A2P65340A2PEV7,840A2P65340A2PEV9,1040A2P65340A2PEV11,1240A2P50340A2PEV13,1440A2P503615E3021E30621E3034200A3P24E30322E30322E303PG&E APPROVE UNDERGROUND SECTIONMETER/MAIN/DISTRIBUTION SECTIONL = 220VD=2.61%L = 185VD=2.19%L = 170VD=3.21%L = 155VD=2.93%L = 120VD=2.27%L = 105VD=3.14%L = 75VD=2.24%L=115FTVD=1.19%AIC > 5000AL=225FTVD=2.67%L=400FTVD=2.62%AIC=4,553A2003L=18LFVD=0.16%AIC=<10,000ACOPPER FEEDER SCHEDULENO.FEEDERCONDUCTORSRACEWAYQUANTITY/SIZESECPRIMCONDUIT ONLY WITH PULL ROPE. PRIMARY SERVICEPER PG&E REQUIREMENTS(1)4"C5031-1/4" C653CONDUIT ONLY WITH PULL ROPE. SECONDARYSERVICE PER PG&E REQUIREMENTS(X)5"CEV1(4) #6 THWN CU & (1) #10 CU GND.(1) 1-1/4"CEV2(4) #X THWN CU & (1) #X CU GND.853(1) 1-1/4"C(3) #4 THWN & (1) #8 GND.(3) #6 THWN & (1) #10 GND.(1) 1"C(3) #8 THWN & (1) #10 GND.(1) 3/4"C(4) #3/0 THWN & (1) #6 GND.(1) 2"C2004353(3) #10 THWN & (1) #10 GND.(1) 3/4"C2554G(4) #250 KCMIL THWN & (1) #2 GND.(1) 3"C(3) #3/0 THWN & (1) #6 GND.2003(1) 2"CK:\ENG\2023\23-8003\1-COMMUNITY PARK\23-8003_E002_ELECTRICAL SINGLE LINE DIAGRAM.dwg, E002, Apr 03, 2025 1:57pm, Anthony RIGHETTI RANCH PARKS - 90% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARKEXPIRES: 09/30/26THOMA #23-8003San Luis Obispo, CA 93406P.O. Box 1167 - 3562 Empleo St.THOMA ELECTRIC, INC.Phone: (805) 543-3850cad@thomaelec.comER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A RO L I CRTIL FCAAI N HOMNAREEGINOFax: (805) 543-3829RPD NAOIEFSSLCJCRCJAIC = 30,000ASPD240KA/PHASE7SPD160 kA /PHASESPD160 kA /PHASE77PER CITY OF SAN LUIS OBISPO MUNICIPAL CODE 17.72.040 TABLE 3-5: ELECTRICAL VEHICLE(EV) PARKINGTOTAL NUMBER OFACTUAL PARKING10% EV READY SPACES25% EV CAPABLE13014333EV CALCULATIONS14 EV CHARGERS WILL BE INSTALLED AT SOUTH PARKING LOT AND NORTH PARKING LOTWILL HAVE 33 FUTURE EV CAPABLE SPACES.40A2PER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSL K:\ENG\2023\23-8003\1-COMMUNITY PARK\23-8003_E003_PANEL SCHEDULES.dwg, E003, Apr 03, 2025 1:57pm, Anthony RIGHETTI RANCH PARKS - 90% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARKEXPIRES: 09/30/26THOMA #23-8003San Luis Obispo, CA 93406P.O. Box 1167 - 3562 Empleo St.THOMA ELECTRIC, INC.Phone: (805) 543-3850cad@thomaelec.comER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROLICRTILFCA AIN HOMNAREEGINOFax: (805) 543-3829RPD NAOIEFSSLCJCRCJE003ELECTRICAL PANEL SCHEDULESPANEL SCHEDULE NOTES1. ROUTE BRANCH CIRCUIT THROUGH EXTERIOR LIGHTING CONTROLS. SEE CONTROL DIAGRAM.2. REFER TO SLD FOR VOLTAGE DROP CALCULATIONS FOR THIS CIRCUIT.3.PROVIDE GFI CIRCUIT BREAKER.ER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSL K:\ENG\2023\23-8003\1-COMMUNITY PARK\23-8003_E004_FIXTURE SCHEDULES.dwg, E004, Apr 03, 2025 1:57pm, Anthony RIGHETTI RANCH PARKS - 90% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARKEXPIRES: 09/30/26THOMA #23-8003San Luis Obispo, CA 93406P.O. Box 1167 - 3562 Empleo St.THOMA ELECTRIC, INC.Phone: (805) 543-3850cad@thomaelec.comER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROLICRTILFCA AIN HOMNAREEGINOFax: (805) 543-3829RPD NAOIEFSSLCJCRCJE004FIXTURE SCHEDULES OUTDOOR LIGHTING FIXTURE SCHEDULETYPEILLUSTRATIONMANUFACTURERCATALOG NO.VOLTAGEMAXVALAMPINGMOUNTINGDESCRIPTIONS1H120344000KPOLE(NOTE 1)18FT CITY STANDARD 7905PATH LIGHTING WITH HOUSESIDE SHIELDS2LUMINISSR135 L2W30r1 R4120V APA NLTAIR2SBOR1204000KPOLE(NOTE 1)S3LUMINIS(2) SR135 L2W30r1R4 120V APANLTAIR2 SBOR1201504000KPOLE(NOTE 1)18FT DUAL HEAD POLE LIGHTWITH SHEPHERD ARM TYPE 4DISTRIBUTION (PARKING LOT)NLIGHT AIR ENABLE WITH POLEMOUNTED MOTION SENSORS4LUMINISSR135 L1W30r1 R5120V APANLTAIR2SBOR120364000KPOLE(NOTE 1)18FT POLE LIGHT WITHSHEPHERD ARM ATTACHMENTTYPE 5 DISTRIBUTION NLIGHTAIR ENABLE WITH POLEMOUNTED MOTION SENSORS5BEGA33054-K484000KRECESSED(NOTE 2)LED STEP LIGHTS6KENALLRHR15 W 25L40K DV294000KSURFACESP1LITHONIA4274000KPOLE(NOTE 4)SP2LITHONIA(2)RSX2 LED P5 40KR4S MVOLT RPADDBXD NLTAIR2PIRHN - RSS 20FT5C DM28AS DDBXD4274000KPOLE(NOTE 4)RESTROOM BLDG LIGHTING FIXTURE SCHEDULETYPEILLUSTRATIONMANUFACTURERCATALOG NO.VOLTAGEMAXVALAMPINGMOUNTINGDESCRIPTIONABW1KENALLFS824R 2TB MPA DB33L40K 120V12037LED, 40KWALL2FT LINEAR LED LIGHT, HIGHIMPACT RESISTANT LENSLITHONIABLWP4 40L ADP EZ1LP840BLWPCGF36F2MVOLT35LED, 40KPENDANT4FT LINEAR WRAP, 0-10VDIMMING WITH AIRCRAFT CABLESUSPENSIONW222359-K412010LED, 40KWALLEXTERIOR LED WALL LIGHT(8'12" W X 4-3/8"H X 4" D)0-10V DIMMING24219-K4MVOLT17.4LED, 40KWALLEXTERIOR LED WALL LIGHT(11" SQUARE X 5-5/8"D)0-10V DIMMINGBEGABEGASR135L1W30R1-R2-HSPOLE (PAA518)LUMINIS120120MVOLT15" DIAMETER LED SURFACELIGHT AT COVERED AREA7518FT SINGLE HEAD POLE LIGHTWITH SHEPHERD ARM TYPE 4DISTRIBUTION (PARKING LOT)NLIGHT AIR ENABLE WITH POLEMOUNTED MOTION SENSOR20FT ROUND STRAIGHT STEELPOLE LIGHT (TWIN HEAD) FORCOURT LIGHTING WITH TYPE 4SHORT DISTRIBUTION (2 AT 90DEGREE). NLIGHT AIR ENABLE20FT ROUND STRAIGHT STEELPOLE LIGHT (TWIN HEAD) FORCOURT LIGHTING WITH TYPE 4SHORT DISTRIBUTION (2 AT 180DEGREE). NLIGHT AIR ENABLEMVOLTSP3LITHONIARSX2 LED P5 40KR4S MVOLT RPADDBXD NLTAIR2PIRHN - RSS 20FT5C DM19AS DDBXD2144000KPOLE(NOTE 4)20FT POLE LIGHT SINGLE HEADFOR COURT LIGHTING WITH TYPE4 SHORT DISTRIBUTION. NLIGHTAIR ENABLEMVOLTSBLITHONIARADB LED P4 40KASY MVOLT BTSBCF DDBXD194000KBOLLARD12042" LED BOLLARD BRONZEFINISH(2)RSX2 LED P5 40KR4S MVOLT RPADDBXD NLTAIR2PIRHN - RSS 20FT5C DM29AS DDBXDS7HYDRELHSL11 REC LED 40KMVOLT L MIN5 BBBRB294000KFLUSH(NOTE 3)120BRIDGE LED LIGHTINGRECTANGLE (4.60"H X 2.50"W X3.50"D). BRUSHED BRASSFINISHETHERNETC5C5C5C5C5C5 C5 C5nLIGHT ECLYPSE IN14.25" SQUARE X 4" DEEPNEMA1 ENCLOSURE. MOUNTABOVE "LCP"nECYECLYPSE GRAPHIC TOUCHSCREENLOW VOLTAGEnB8EA2nECTC1LIGHTING CONTROL SYSTEM1TYPICAL LIGHTING CONTROL DIAGRAMSCALE: NTSPROVIDE ROOF MOUNTED PHOTOCELL AT ROOF.WINDOW FACING NORTH. PROVIDE 1/2"C. WITH LOWVOLTAGE WIRING BY MANUFACTURERREQUIREMENTS. ACUITY #ARPA PC-E-003C5 23E30314E30214E30214E302REFERENCE NOTES1.REFER TO CITY STANDARD 7905 FOR MOUNTING DETAILS.2.MOUNT AS PER MANUFACTURER INSTALLATION.3.INSTALLED AND FURNISH WITH BRIDGE MANUFACTURER.4.REFER TO LANDSCAPE PLANS FOR MOUNTING DETAILS.C5C5C5 C5BATTERY POWERD, 1 GANG(nLIGHT AIR #RPODB 4S G2)WSWSWSWSBASKETBALL COURTTENNIS COURTPICKETBALL COURTSFLITHONIAESXF1 ALO SWW2KY DDB (FIXTURE)ADJUSTABLE FLOOD LIGHTMOUNT POLE ARM344000KPOLE ARM120HYDRELPAR DDB"LCP-N"OR"LCP-S"ER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSL 20>>>>>>>>>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKNOPARKINGNOPARKINGNOPARKINGNOPARKINGC R E E K C H A N N E LC R E E K C H A N N E LS I D E W A L K PL PLPLPL PLPLLOWLOW LOWLOWLOWLOW LOWPLLOWPGE VAULTTRANSFORMERTRANSFORMERWMWMIBIBEBS S SWWWW W W WSSSSS SSRWRWRWRWRWRWRWRWRWRWRWRWRWRWWSSSSSSSSSSSSSSSSSSSSSSWSTOP GBTIBURON WAY BID ALTERNATE #4BID ALTERNATE #2S4S4Z1SP1SP1SP1SP1SP2SP2SP2SP1SP1SP1Z6Z6Z6PG&E PAD J-4680SVSV SV SVSVSVSVSVSVSVSVSVSVSVSVSVSVSVSVSVSVEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLE314B6785PG&E PMI PAD #92148PG&E VAULT J-20705STREET LIGHT #3539R3S1HSBSBSBSBZ2S611S1HSBP P P P PP"M/M-N"S1H10SP327.5'W17.5'W1W2W212'12'1A,1BE201Z1151615S615151316Z216SP3SP312SP31414Z4Z4Z3Z3Z3Z3Z4Z4Z1Z1R3R3R5R5S1HR3S4S4SP1SP1SP19R6R6R6R6R6Z7Z7Z7Z6Z6Z6SP2Z7SP2Z7SP2Z7S3S39S3Z2S3Z219181818LCZ-N-Z3,Z4[RN-5/7,9/11, 8]LCP-N-R3,R4,R5[RN-13]LCZ-N-Z1,LCP-N-R2[RN-1]LCZ-N-Z2,Z6,Z7[RN-3,17/19,21/23]LCP-R2,R6[RN-1,RN-15]4A30R8SFSBR6"RN"LCP-NPBEV#1PBEV#2PBEV#3PBEV#432SBR6SBR6SBR6101.NEW 52"X 50" TRANSFORMER COCNRETE PAD AND PROTECTIVE PER PG&E REQUIREMENTS.2.NEW WALL MOUNTED METER MAIN PER SINGLE LINE DIAGRAM.3.PARKING SPACES DENOTING EV CAPABLE SPACES ARE FUTURE EV SPACES. WE SHOW 33SPACES BASED ON CITY OF SLO EV STANDARDS 25 PERCENT OF THE TOTAL PARKINGSPACES AT THE PARK (REFER TO DETAIL 3 ON SHEET E002 FOR CALCULATIONS).4.FUTURE ELECTRICAL EQUIPMENT PER RULE 29 FOR FUTURE ELECTRICAL VEHICLECHARGING STATION (EVCS) CONNECTION PER NOTE 3. DO NOT INSTALL ANYTHING IN THISSPACE AS SPACE SHALL BE RESERVED FOR FUTURE ELECTRICAL EQUIPMENT.A. FUTURE PG&E TRANSFORMED PAD (106"X90")B. FUTURE METER SWITCHBOARD.5.PULL BOX PBEV#1. PROVIDE 17"X30" PULL BOX AND STUB AND CAP (8) 1" CONDUIT (PVC 40)STUBS TO PULLBOX PBEV#4 FOR FUTURE EV CONNECTION TO PULL BOX6.PULL BOX PBEV#2: PROVIDE 17"X 30" PULL BOX AND STUB (8) 1" CONDUITS (PVC 40) TO PULLBOX PBEV#4 FOR FUTURE EV CONNECTION.7.PULL BOX PBEV#3: PROVIDE 17"X 30" AND STUB (5) 1" CONDUITS (PVC 40) TO PULL BOXPBEV#4 PULL BOX FOR FUTURE EV CONNECTION.8.PULL BOX PBEV#4: PROVIDE 24"X 36" PULL BOX. STUB ALL FUTURE 1" CONDUITS TO THISPULL BOX FOR FUTURE CONNECTION.9.PROVIDE nLIGHT AIR RPODB-4S WIRELESS SWITCH TO PROVIDE 2-HOUR TIMER TOOVERRIDE AND TURN ON TENNIS COURT LIGHTS. PROGRAM LIGHTS AT 10% WHEN SPACE ISUNOCCUPIED. PROVIDE CLEAR COVER. PROGRAM TIME CLOCK SO THAT AFTER SCHEDULEDHOURS THE WIRELESS SWITCH ARE NOT OPERABLE.10.PROVIDE nLIGHT RPODB-4S WIRELESS SWITCH TO PROVIDE 2-HOUR TIMER TO OVERRIDEAND TURN ON BASKETBALL COURT LIGHTS. PROVIDE PLACARD PER CITY REQUIRED SIGNWORDING. PROGRAM LIGHTS AT BASKETBALL AT 10% WHEN SPACE IS UNOCCUPIED.PROVIDE CLEAR COVER. PROGRAM TIME CLOCK SO THAT AFTER SCHEDULED HOURS THEWIRELESS SWITCH ARE NOT OPERABLE.11.REFER TO BRIDGE DRAWINGS FOR LIGHT FIXTURES IN THIS AREA. PROVIDE 120VCONNECTION. COORDINATE POINT OF CONNECTION WITH BRIDGE MANUFACTURER. REFERTO TYPICAL ELECTRICAL PLANS ON SHEET E202.12.BRIDGE MANUFACTURER TO PROVIDE CONDUIT(S) SEGMENT BELOW BRIDGE. INTERCEPTCONDUIT AT END OF THE BRIDGE AND EXTEND TO PULL BOX AS SHOWN. PROVIDE SPARE 2"CONDUIT ONLY.13.EC TO CONNECT TO JUNCTION BOX (POINT OF CONNECTION). COORDINATE WITH BRIDGEMANUFACTUER PRIOR TO ROUGH-IN.14.PROGRAM THIS POLE LIGHT TO BE OFF IF THE BASKETBALL LIGHTS ARE ON.15.UPPER AREA CONTROLLED VIA LCZ-N LIGHTING ZONE SCHEDULE AND LCP-N. REFER TOELECTRICAL SCHEDULES FOR ZONING AND BRANCH CIRCUIT INFORMATION.16.PROVIDE 11"X17" PULLBOX FOR LIGHTING CIRCUIT. STAMP LID 'LIGHTING'.17.PROVIDE 18" X 24" PULLBOX FOR POWER CIRCUIT. STAMP LID "ELECTRICAL".18.ALL POLE LIGHTING EXTEND 2" CONDUIT UNLESS OTHERWISE STATED. PROVIDE 2" SPAREWHERE REQUIRED PER CITY STANDARDS.19.CONDUIT TRANSITION FROM UNDERGROUND TO ABOVE GRADE FOR LIGHTING FIXTURESUNDER CANOPY.20.PROVIDE nLIGHT RPODB-4S WIRELESS SWITCH FOR 2-HOUR BY-PASS AND TO TURN ONPICKLE BALL COURT LIGHTING. PROGRAM LIGHTS AT 10% WHEN SPACE IS UNOCCUPIED.PROVIDE PLACARD PER CITY REQUIRED SIGN WORDING PROVIDE CLEAR COVER. PROGRAMTIME CLOCK SO THAT AFTER SCHEDULED HOURS THE WIRELESS SWITCH ARE NOTOPERABLE.21.PROVIDE 50AMP 120/240V, SINGLE PHASE OUTLET AND MOUNTED AT STAGE. PROVIDE GFCIBREAKER22.REFER TO LIGHTING ZONE SCHEDULE FOR CONTROLS AND ELECTRICAL SCHEDULES FORBRANCH CIRCUIT INFORMATION. CONTRACTOR SHALL EXTEND 2" C.O. FOR EACH BRANCHCIRCUIT.23.PROVIDE nLIGHT RPODB-4S SWITCH TO PROVIDE 2-HOUR TIMER TO OVERRIDE AND TURN ONPICKLEBALL COURT LIGHTS. PROVIDE PLACARD PER CITY REQUIRED SIGN WORDING.PROGRAM LIGHTS AT PICKLEBALL AT 10% WHEN SPACE IS UNOCCUPIED.24.EC TO PROVIDE MINIMUM OF 12"X18" PULLBOX. STAMP LID "LIGHTING"25.PROVIDE 106"X90" TRANSFORMER CONCRETE PAD AND PROTECTIVE PER PG&EREQUIREMENTS. (150KVA TRANSFORMER T302072)26.MAIN SWITCHBOARD, "MSB-S" PER SINGLE LINE DIAGRAM.27.PARKING SPACES SHOWN ARE INSTALLED EV SPACES BASED ON ON CITY OF SLO EVSTANDARDS 10 PERCENT OF THE TOTAL PARKING SPACES AT THE PARK (REFER TO DETAIL3 ON SHEET E002 FOR CALCULATIONS).28.PROVIDE NEW DUAL LEVEL 2 CHARGERS PER SINGLE LINE DIAGRAM.29.EC TO CONNECT TO JUNCTION BOX (POINT OF CONNECTION). COORDINATE WITH BRIDGEMANUFACTURER PRIOR TO ROUGH-IN.30.MOUNT FLOOD LIGHT AT POLE AT +16AFF TO LIGHT UP STAIRS AND HANDICAP WALK WAY.TURNS ON AFTER BASKETBALL LIGHTS ARE OFF. PROVIDE ADDITIONAL HANDHOLE FOR THISPOLE31.INSTALL PULL BOX AT BASED BID AND HOMERUN 2" CONDUIT TO PANEL.32.PROVIDE 8" ROUND CONCRETE BOX AND 1" CONDUIT TO PULL BOX "PEV#4" FOR FUTURE EVCHARGERS.REFERENCE NOTESK:\ENG\2023\23-8003\1-COMMUNITY PARK\23-8003_E101-E104_ELECTRICAL SITE PLANS.dwg, E101, Apr 03, 2025 1:58pm, Anthony RIGHETTI RANCH PARKS - 90% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARKEXPIRES: 09/30/26THOMA #23-8003San Luis Obispo, CA 93406P.O. Box 1167 - 3562 Empleo St.THOMA ELECTRIC, INC.Phone: (805) 543-3850cad@thomaelec.comER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROLICRTILFCA AIN HOMNAREEGINOFax: (805) 543-3829RPD NAOIEFSSLCJCRCJE101PARTIAL ELECTRICAL SITE PLAN - AREA ANORTHSCALE:PARTIAL ELECTRICAL SITE PLAN - AREA A1" = 20'-0"KEYMAPPSV4" PG&E PRIMARY MAIN LINE1-3" PG&E SECONDARY SERVICECONDUIT(S) (SEE HANDOUTPACKAGE)BARRIER POSTSREQUIREMENTSPER PG&E REQUIREMENTS, PAD-MOUNT EQIPMENTHAVING THE FOLLOWING SETBACKS DO NOTREQUIRE THE CUSTOMER TO PROVIDE ANY OTHERPHYSICAL PROTECTION:COMMERCIAL, APARTMENT, CONDOMINIUM, ANDOTHER HIGH DENSITY AREAS: 9 FEET FROM THEEDGE OF THE THOROUGHFARE PAVEMENT DUE TOHIGH VEHICULAR TRAFFIC AND FREQUENTTRUCK-BACKING.POWER. SITE LEGENDMATCHLINE (SEE NEXT SHEET)MATCHLINE (SEE NEXT SHEET)ER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSL >>>>>>>>>>>>>>>>>>>>>> > >>>>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKROW 1 SEATROW 2 SEATROW 3 SEATROW 1 SEAT ROW 2 SEATROW 3 SEAT C R E E K C H A N N E LC R E E K C H A N N E L0'-6 12 "S I D E W A L KPLPLPLLOWLOWLOWLOWLOWLOW2CTV AT&T VAULTPGE VAULTPGE VAULTS SSSMHRIM=243.53INV=228.47SSMHRIM=238.92INV=224.28WVWVWVWVWVIB IB IBIBIBIBDCOMMUNICATION BOXSWWW W W W W W W W W W WSSSSSSSSSSSSSSSSS SJTJTRWRWRWRWRWRWRWRWRWRWRW RW RWRWRWWWRWRWSSSSSSSSWSDSD^^^^^TIBURON WAYBID ALTERNATE #1SP3SP2SP2S4S4CHARTER GREEN DOGHOUSE PEDESTALPG&E SPLICE VAULTPG&E SWITCH VAULTSW-69920, 956196,745146AT&T VAULTCHARTER VAULTB2115E30220SP2SP2S4S6SP3SP3SP3SP3SP3SP3SP3SBSBSBSBSBSBSBS1HS4S1HS1HS1HS1HS1H2011SBSBSBR4SBR6SBSBSBSBSBSB2A,2BE201W2W18'10'W210'W18'W18'W18'W17.5'W17.5'W17.5'W17.5'SP2SP2SP2SP2SP2SP2SP2SP2SP2202219132422Z1Z1Z1Z1Z1Z1Z3Z3Z3Z3Z3Z3SP2Z4SP2Z4SP2Z2SP2Z2Z4Z4Z4Z4Z2Z2Z2Z223R4R4R4R4R4R4R4JRS-13/15/17R5R5R5R5R5R5R5R5R6S6R6S6R6R5R5R4R4R4SBR6R6R6R6R6R6SBR623"RS"1818CONNECT TOIRRIGATION PUMPPER LANDSCAPEDRAWINGSLCZ-S-Z1-Z4[RS-31/33,35/37,39/41,43/45, 47/49,51/53, 55/57, 59/61]SBR4LCP-S-R4,R5,R6[RS-23,32,34]RS-19/21LCZ-S-Z5; LCP-S-R7,R8[RS-36,38,40]"LCP-S"201.NEW 52"X 50" TRANSFORMER COCNRETE PAD AND PROTECTIVE PER PG&E REQUIREMENTS.2.NEW WALL MOUNTED METER MAIN PER SINGLE LINE DIAGRAM.3.PARKING SPACES DENOTING EV CAPABLE SPACES ARE FUTURE EV SPACES. WE SHOW 33SPACES BASED ON CITY OF SLO EV STANDARDS 25 PERCENT OF THE TOTAL PARKINGSPACES AT THE PARK (REFER TO DETAIL 3 ON SHEET E002 FOR CALCULATIONS).4.FUTURE ELECTRICAL EQUIPMENT PER RULE 29 FOR FUTURE ELECTRICAL VEHICLECHARGING STATION (EVCS) CONNECTION PER NOTE 3. DO NOT INSTALL ANYTHING IN THISSPACE AS SPACE SHALL BE RESERVED FOR FUTURE ELECTRICAL EQUIPMENT.A. FUTURE PG&E TRANSFORMED PAD (106"X90")B. FUTURE METER SWITCHBOARD.5.PULL BOX PBEV#1. PROVIDE 17"X30" PULL BOX AND STUB AND CAP (8) 1" CONDUIT (PVC 40)STUBS TO PULLBOX PBEV#4 FOR FUTURE EV CONNECTION TO PULL BOX6.PULL BOX PBEV#2: PROVIDE 17"X 30" PULL BOX AND STUB (8) 1" CONDUITS (PVC 40) TO PULLBOX PBEV#4 FOR FUTURE EV CONNECTION.7.PULL BOX PBEV#3: PROVIDE 17"X 30" AND STUB (5) 1" CONDUITS (PVC 40) TO PULL BOXPBEV#4 PULL BOX FOR FUTURE EV CONNECTION.8.PULL BOX PBEV#4: PROVIDE 24"X 36" PULL BOX. STUB ALL FUTURE 1" CONDUITS TO THISPULL BOX FOR FUTURE CONNECTION.9.PROVIDE nLIGHT AIR RPODB-4S WIRELESS SWITCH TO PROVIDE 2-HOUR TIMER TOOVERRIDE AND TURN ON TENNIS COURT LIGHTS. PROGRAM LIGHTS AT 10% WHEN SPACE ISUNOCCUPIED. PROVIDE CLEAR COVER. PROGRAM TIME CLOCK SO THAT AFTER SCHEDULEDHOURS THE WIRELESS SWITCH ARE NOT OPERABLE.10.PROVIDE nLIGHT RPODB-4S WIRELESS SWITCH TO PROVIDE 2-HOUR TIMER TO OVERRIDEAND TURN ON BASKETBALL COURT LIGHTS. PROVIDE PLACARD PER CITY REQUIRED SIGNWORDING. PROGRAM LIGHTS AT BASKETBALL AT 10% WHEN SPACE IS UNOCCUPIED.PROVIDE CLEAR COVER. PROGRAM TIME CLOCK SO THAT AFTER SCHEDULED HOURS THEWIRELESS SWITCH ARE NOT OPERABLE.11.REFER TO BRIDGE DRAWINGS FOR LIGHT FIXTURES IN THIS AREA. PROVIDE 120VCONNECTION. COORDINATE POINT OF CONNECTION WITH BRIDGE MANUFACTURER. REFERTO TYPICAL ELECTRICAL PLANS ON SHEET E202.12.BRIDGE MANUFACTURER TO PROVIDE CONDUIT(S) SEGMENT BELOW BRIDGE. INTERCEPTCONDUIT AT END OF THE BRIDGE AND EXTEND TO PULL BOX AS SHOWN. PROVIDE SPARE 2"CONDUIT ONLY.13.EC TO CONNECT TO JUNCTION BOX (POINT OF CONNECTION). COORDINATE WITH BRIDGEMANUFACTUER PRIOR TO ROUGH-IN.14.PROGRAM THIS POLE LIGHT TO BE OFF IF THE BASKETBALL LIGHTS ARE ON.15.UPPER AREA CONTROLLED VIA LCZ-N LIGHTING ZONE SCHEDULE AND LCP-N. REFER TOELECTRICAL SCHEDULES FOR ZONING AND BRANCH CIRCUIT INFORMATION.16.PROVIDE 11"X17" PULLBOX FOR LIGHTING CIRCUIT. STAMP LID 'LIGHTING'.17.PROVIDE 18" X 24" PULLBOX FOR POWER CIRCUIT. STAMP LID "ELECTRICAL".18.ALL POLE LIGHTING EXTEND 2" CONDUIT UNLESS OTHERWISE STATED. PROVIDE 2" SPAREWHERE REQUIRED PER CITY STANDARDS.19.CONDUIT TRANSITION FROM UNDERGROUND TO ABOVE GRADE FOR LIGHTING FIXTURESUNDER CANOPY.20.PROVIDE nLIGHT RPODB-4S WIRELESS SWITCH FOR 2-HOUR BY-PASS AND TO TURN ONPICKLE BALL COURT LIGHTING. PROGRAM LIGHTS AT 10% WHEN SPACE IS UNOCCUPIED.PROVIDE PLACARD PER CITY REQUIRED SIGN WORDING PROVIDE CLEAR COVER. PROGRAMTIME CLOCK SO THAT AFTER SCHEDULED HOURS THE WIRELESS SWITCH ARE NOTOPERABLE.21.PROVIDE 50AMP 120/240V, SINGLE PHASE OUTLET AND MOUNTED AT STAGE. PROVIDE GFCIBREAKER22.REFER TO LIGHTING ZONE SCHEDULE FOR CONTROLS AND ELECTRICAL SCHEDULES FORBRANCH CIRCUIT INFORMATION. CONTRACTOR SHALL EXTEND 2" C.O. FOR EACH BRANCHCIRCUIT.23.PROVIDE nLIGHT RPODB-4S SWITCH TO PROVIDE 2-HOUR TIMER TO OVERRIDE AND TURN ONPICKLEBALL COURT LIGHTS. PROVIDE PLACARD PER CITY REQUIRED SIGN WORDING.PROGRAM LIGHTS AT PICKLEBALL AT 10% WHEN SPACE IS UNOCCUPIED.24.EC TO PROVIDE MINIMUM OF 12"X18" PULLBOX. STAMP LID "LIGHTING"25.PROVIDE 106"X90" TRANSFORMER CONCRETE PAD AND PROTECTIVE PER PG&EREQUIREMENTS. (150KVA TRANSFORMER T302072)26.MAIN SWITCHBOARD, "MSB-S" PER SINGLE LINE DIAGRAM.27.PARKING SPACES SHOWN ARE INSTALLED EV SPACES BASED ON ON CITY OF SLO EVSTANDARDS 10 PERCENT OF THE TOTAL PARKING SPACES AT THE PARK (REFER TO DETAIL3 ON SHEET E002 FOR CALCULATIONS).28.PROVIDE NEW DUAL LEVEL 2 CHARGERS PER SINGLE LINE DIAGRAM.29.EC TO CONNECT TO JUNCTION BOX (POINT OF CONNECTION). COORDINATE WITH BRIDGEMANUFACTURER PRIOR TO ROUGH-IN.30.MOUNT FLOOD LIGHT AT POLE AT +16AFF TO LIGHT UP STAIRS AND HANDICAP WALK WAY.TURNS ON AFTER BASKETBALL LIGHTS ARE OFF. PROVIDE ADDITIONAL HANDHOLE FOR THISPOLE31.INSTALL PULL BOX AT BASED BID AND HOMERUN 2" CONDUIT TO PANEL.32.PROVIDE 8" ROUND CONCRETE BOX AND 1" CONDUIT TO PULL BOX "PEV#4" FOR FUTURE EVCHARGERS.REFERENCE NOTESK:\ENG\2023\23-8003\1-COMMUNITY PARK\23-8003_E101-E104_ELECTRICAL SITE PLANS.dwg, E102, Apr 03, 2025 1:59pm, Anthony RIGHETTI RANCH PARKS - 90% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARKEXPIRES: 09/30/26THOMA #23-8003San Luis Obispo, CA 93406P.O. Box 1167 - 3562 Empleo St.THOMA ELECTRIC, INC.Phone: (805) 543-3850cad@thomaelec.comER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROLICRTILFCA AIN HOMNAREEGINOFax: (805) 543-3829RPD NAOIEFSSLCJCRCJE102PARTIAL ELECTRICAL SITE PLAN - AREA BNORTHSCALE:PARTIAL ELECTRICAL SITE PLAN - AREA B1" = 20'-0"KEYMAPMATCHLINE (SEE PREVIOUS SHEET)MATCHLINE (SEE PREVIOUS SHEET)MATCHLINE (SEE NEXT SHEET)MATCHLINE (SEE NEXT SHEET)11 - 2" C.O.21 - 1" C.O.ER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSL NOPARKINGNOPARKINGS I D E W A L KPLPLLOWLOW LOW31LOW PLPGE TRANSFORMERPGE TRANSFORMERELECTRICAL METERCTVEBELECTRICAL METER EBW^^^^^^^^BASE BIDS2S2S2S2S2S2S2EV-1,2EV-3,4RRREV-9,10EV-11,12EV-13,14EV-7,8EV-5,6UN-METERED PEDESTAL#1352PG&E SPLICE BOX#3987 CATV FIBER BOX WITHMETER #1011311541CATV PULL BOXPG&E PAD J-60327PMH PADSW-813093/3496163I-600710/E-291818AT&T VAULTPPSV262528STREET LIGHT #334321E30327Z516FT2224221617TYP. OF 722Z5Z5Z5Z5Z5Z5Z5S21811818S1HR8S1HR8S1HR8S1HR8S1HR8S1HR8S1HR7S1HR7S1HR7S1HR7"MSB-S"20 1.NEW 52"X 50" TRANSFORMER COCNRETE PAD AND PROTECTIVE PER PG&E REQUIREMENTS.2.NEW WALL MOUNTED METER MAIN PER SINGLE LINE DIAGRAM.3.PARKING SPACES DENOTING EV CAPABLE SPACES ARE FUTURE EV SPACES. WE SHOW 33SPACES BASED ON CITY OF SLO EV STANDARDS 25 PERCENT OF THE TOTAL PARKINGSPACES AT THE PARK (REFER TO DETAIL 3 ON SHEET E002 FOR CALCULATIONS).4.FUTURE ELECTRICAL EQUIPMENT PER RULE 29 FOR FUTURE ELECTRICAL VEHICLECHARGING STATION (EVCS) CONNECTION PER NOTE 3. DO NOT INSTALL ANYTHING IN THISSPACE AS SPACE SHALL BE RESERVED FOR FUTURE ELECTRICAL EQUIPMENT.A. FUTURE PG&E TRANSFORMED PAD (106"X90")B. FUTURE METER SWITCHBOARD.5.PULL BOX PBEV#1. PROVIDE 17"X30" PULL BOX AND STUB AND CAP (8) 1" CONDUIT (PVC 40)STUBS TO PULLBOX PBEV#4 FOR FUTURE EV CONNECTION TO PULL BOX6.PULL BOX PBEV#2: PROVIDE 17"X 30" PULL BOX AND STUB (8) 1" CONDUITS (PVC 40) TO PULLBOX PBEV#4 FOR FUTURE EV CONNECTION.7.PULL BOX PBEV#3: PROVIDE 17"X 30" AND STUB (5) 1" CONDUITS (PVC 40) TO PULL BOXPBEV#4 PULL BOX FOR FUTURE EV CONNECTION.8.PULL BOX PBEV#4: PROVIDE 24"X 36" PULL BOX. STUB ALL FUTURE 1" CONDUITS TO THISPULL BOX FOR FUTURE CONNECTION.9.PROVIDE nLIGHT AIR RPODB-4S WIRELESS SWITCH TO PROVIDE 2-HOUR TIMER TOOVERRIDE AND TURN ON TENNIS COURT LIGHTS. PROGRAM LIGHTS AT 10% WHEN SPACE ISUNOCCUPIED. PROVIDE CLEAR COVER. PROGRAM TIME CLOCK SO THAT AFTER SCHEDULEDHOURS THE WIRELESS SWITCH ARE NOT OPERABLE.10.PROVIDE nLIGHT RPODB-4S WIRELESS SWITCH TO PROVIDE 2-HOUR TIMER TO OVERRIDEAND TURN ON BASKETBALL COURT LIGHTS. PROVIDE PLACARD PER CITY REQUIRED SIGNWORDING. PROGRAM LIGHTS AT BASKETBALL AT 10% WHEN SPACE IS UNOCCUPIED.PROVIDE CLEAR COVER. PROGRAM TIME CLOCK SO THAT AFTER SCHEDULED HOURS THEWIRELESS SWITCH ARE NOT OPERABLE.11.REFER TO BRIDGE DRAWINGS FOR LIGHT FIXTURES IN THIS AREA. PROVIDE 120VCONNECTION. COORDINATE POINT OF CONNECTION WITH BRIDGE MANUFACTURER. REFERTO TYPICAL ELECTRICAL PLANS ON SHEET E202.12.BRIDGE MANUFACTURER TO PROVIDE CONDUIT(S) SEGMENT BELOW BRIDGE. INTERCEPTCONDUIT AT END OF THE BRIDGE AND EXTEND TO PULL BOX AS SHOWN. PROVIDE SPARE 2"CONDUIT ONLY.13.EC TO CONNECT TO JUNCTION BOX (POINT OF CONNECTION). COORDINATE WITH BRIDGEMANUFACTUER PRIOR TO ROUGH-IN.14.PROGRAM THIS POLE LIGHT TO BE OFF IF THE BASKETBALL LIGHTS ARE ON.15.UPPER AREA CONTROLLED VIA LCZ-N LIGHTING ZONE SCHEDULE AND LCP-N. REFER TOELECTRICAL SCHEDULES FOR ZONING AND BRANCH CIRCUIT INFORMATION.16.PROVIDE 11"X17" PULLBOX FOR LIGHTING CIRCUIT. STAMP LID 'LIGHTING'.17.PROVIDE 18" X 24" PULLBOX FOR POWER CIRCUIT. STAMP LID "ELECTRICAL".18.ALL POLE LIGHTING EXTEND 2" CONDUIT UNLESS OTHERWISE STATED. PROVIDE 2" SPAREWHERE REQUIRED PER CITY STANDARDS.19.CONDUIT TRANSITION FROM UNDERGROUND TO ABOVE GRADE FOR LIGHTING FIXTURESUNDER CANOPY.20.PROVIDE nLIGHT RPODB-4S WIRELESS SWITCH FOR 2-HOUR BY-PASS AND TO TURN ONPICKLE BALL COURT LIGHTING. PROGRAM LIGHTS AT 10% WHEN SPACE IS UNOCCUPIED.PROVIDE PLACARD PER CITY REQUIRED SIGN WORDING PROVIDE CLEAR COVER. PROGRAMTIME CLOCK SO THAT AFTER SCHEDULED HOURS THE WIRELESS SWITCH ARE NOTOPERABLE.21.PROVIDE 50AMP 120/240V, SINGLE PHASE OUTLET AND MOUNTED AT STAGE. PROVIDE GFCIBREAKER22.REFER TO LIGHTING ZONE SCHEDULE FOR CONTROLS AND ELECTRICAL SCHEDULES FORBRANCH CIRCUIT INFORMATION. CONTRACTOR SHALL EXTEND 2" C.O. FOR EACH BRANCHCIRCUIT.23.PROVIDE nLIGHT RPODB-4S SWITCH TO PROVIDE 2-HOUR TIMER TO OVERRIDE AND TURN ONPICKLEBALL COURT LIGHTS. PROVIDE PLACARD PER CITY REQUIRED SIGN WORDING.PROGRAM LIGHTS AT PICKLEBALL AT 10% WHEN SPACE IS UNOCCUPIED.24.EC TO PROVIDE MINIMUM OF 12"X18" PULLBOX. STAMP LID "LIGHTING"25.PROVIDE 106"X90" TRANSFORMER CONCRETE PAD AND PROTECTIVE PER PG&EREQUIREMENTS. (150KVA TRANSFORMER T302072)26.MAIN SWITCHBOARD, "MSB-S" PER SINGLE LINE DIAGRAM.27.PARKING SPACES SHOWN ARE INSTALLED EV SPACES BASED ON ON CITY OF SLO EVSTANDARDS 10 PERCENT OF THE TOTAL PARKING SPACES AT THE PARK (REFER TO DETAIL3 ON SHEET E002 FOR CALCULATIONS).28.PROVIDE NEW DUAL LEVEL 2 CHARGERS PER SINGLE LINE DIAGRAM.29.EC TO CONNECT TO JUNCTION BOX (POINT OF CONNECTION). COORDINATE WITH BRIDGEMANUFACTURER PRIOR TO ROUGH-IN.30.MOUNT FLOOD LIGHT AT POLE AT +16AFF TO LIGHT UP STAIRS AND HANDICAP WALK WAY.TURNS ON AFTER BASKETBALL LIGHTS ARE OFF. PROVIDE ADDITIONAL HANDHOLE FOR THISPOLE31.INSTALL PULL BOX AT BASED BID AND HOMERUN 2" CONDUIT TO PANEL.32.PROVIDE 8" ROUND CONCRETE BOX AND 1" CONDUIT TO PULL BOX "PEV#4" FOR FUTURE EVCHARGERS.REFERENCE NOTESK:\ENG\2023\23-8003\1-COMMUNITY PARK\23-8003_E101-E104_ELECTRICAL SITE PLANS.dwg, E103, Apr 03, 2025 1:59pm, Anthony RIGHETTI RANCH PARKS - 90% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARKEXPIRES: 09/30/26THOMA #23-8003San Luis Obispo, CA 93406P.O. Box 1167 - 3562 Empleo St.THOMA ELECTRIC, INC.Phone: (805) 543-3850cad@thomaelec.comER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROLICRTILFCA AIN HOMNAREEGINOFax: (805) 543-3829RPD NAOIEFSSLCJCRCJE103PARTIAL ELECTRICAL SITE PLAN - AREA CNORTHSCALE:PARTIAL ELECTRICAL SITE PLAN - AREA C1" = 20'-0"KEYMAPMATCHLINE (SEE PREVIOUS SHEET)MATCHLINE (SEE PREVIOUS SHEET)MATCHLINE (SEE NEXT SHEET)MATCHLINE (SEE NEXT SHEET)PSV4" PG&E PRIMARY MAIN LINE1-3" PG&E SECONDARY SERVICECONDUIT(S) (SEE HANDOUTPACKAGE)BARRIER POSTSREQUIREMENTSPER PG&E REQUIREMENTS, PAD-MOUNT EQIPMENTHAVING THE FOLLOWING SETBACKS DO NOTREQUIRE THE CUSTOMER TO PROVIDE ANY OTHERPHYSICAL PROTECTION:COMMERCIAL, APARTMENT, CONDOMINIUM, ANDOTHER HIGH DENSITY AREAS: 9 FEET FROM THEEDGE OF THE THOROUGHFARE PAVEMENT DUE TOHIGH VEHICULAR TRAFFIC AND FREQUENTTRUCK-BACKING.POWER. SITE LEGENDER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSL >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACK+0.00'+3.50'+0.00'+1.00'+2.00'+3.00'+3.50'+3.00'+3.00'+3.00'+3.00'+0.00'PLPLPLPLLOW LOWLOWLOWLOWC R E E K C H A N N E LC R E E K C H A N N E LBID ALTERNATE #31124291218S1HR8S1HR8S1HR8S1HR8S1HR7S1HR7S1HR7S1HR7S1HR731201.NEW 52"X 50" TRANSFORMER COCNRETE PAD AND PROTECTIVE PER PG&E REQUIREMENTS.2.NEW WALL MOUNTED METER MAIN PER SINGLE LINE DIAGRAM.3.PARKING SPACES DENOTING EV CAPABLE SPACES ARE FUTURE EV SPACES. WE SHOW 33SPACES BASED ON CITY OF SLO EV STANDARDS 25 PERCENT OF THE TOTAL PARKINGSPACES AT THE PARK (REFER TO DETAIL 3 ON SHEET E002 FOR CALCULATIONS).4.FUTURE ELECTRICAL EQUIPMENT PER RULE 29 FOR FUTURE ELECTRICAL VEHICLECHARGING STATION (EVCS) CONNECTION PER NOTE 3. DO NOT INSTALL ANYTHING IN THISSPACE AS SPACE SHALL BE RESERVED FOR FUTURE ELECTRICAL EQUIPMENT.A. FUTURE PG&E TRANSFORMED PAD (106"X90")B. FUTURE METER SWITCHBOARD.5.PULL BOX PBEV#1. PROVIDE 17"X30" PULL BOX AND STUB AND CAP (8) 1" CONDUIT (PVC 40)STUBS TO PULLBOX PBEV#4 FOR FUTURE EV CONNECTION TO PULL BOX6.PULL BOX PBEV#2: PROVIDE 17"X 30" PULL BOX AND STUB (8) 1" CONDUITS (PVC 40) TO PULLBOX PBEV#4 FOR FUTURE EV CONNECTION.7.PULL BOX PBEV#3: PROVIDE 17"X 30" AND STUB (5) 1" CONDUITS (PVC 40) TO PULL BOXPBEV#4 PULL BOX FOR FUTURE EV CONNECTION.8.PULL BOX PBEV#4: PROVIDE 24"X 36" PULL BOX. STUB ALL FUTURE 1" CONDUITS TO THISPULL BOX FOR FUTURE CONNECTION.9.PROVIDE nLIGHT AIR RPODB-4S WIRELESS SWITCH TO PROVIDE 2-HOUR TIMER TOOVERRIDE AND TURN ON TENNIS COURT LIGHTS. PROGRAM LIGHTS AT 10% WHEN SPACE ISUNOCCUPIED. PROVIDE CLEAR COVER. PROGRAM TIME CLOCK SO THAT AFTER SCHEDULEDHOURS THE WIRELESS SWITCH ARE NOT OPERABLE.10.PROVIDE nLIGHT RPODB-4S WIRELESS SWITCH TO PROVIDE 2-HOUR TIMER TO OVERRIDEAND TURN ON BASKETBALL COURT LIGHTS. PROVIDE PLACARD PER CITY REQUIRED SIGNWORDING. PROGRAM LIGHTS AT BASKETBALL AT 10% WHEN SPACE IS UNOCCUPIED.PROVIDE CLEAR COVER. PROGRAM TIME CLOCK SO THAT AFTER SCHEDULED HOURS THEWIRELESS SWITCH ARE NOT OPERABLE.11.REFER TO BRIDGE DRAWINGS FOR LIGHT FIXTURES IN THIS AREA. PROVIDE 120VCONNECTION. COORDINATE POINT OF CONNECTION WITH BRIDGE MANUFACTURER. REFERTO TYPICAL ELECTRICAL PLANS ON SHEET E202.12.BRIDGE MANUFACTURER TO PROVIDE CONDUIT(S) SEGMENT BELOW BRIDGE. INTERCEPTCONDUIT AT END OF THE BRIDGE AND EXTEND TO PULL BOX AS SHOWN. PROVIDE SPARE 2"CONDUIT ONLY.13.EC TO CONNECT TO JUNCTION BOX (POINT OF CONNECTION). COORDINATE WITH BRIDGEMANUFACTUER PRIOR TO ROUGH-IN.14.PROGRAM THIS POLE LIGHT TO BE OFF IF THE BASKETBALL LIGHTS ARE ON.15.UPPER AREA CONTROLLED VIA LCZ-N LIGHTING ZONE SCHEDULE AND LCP-N. REFER TOELECTRICAL SCHEDULES FOR ZONING AND BRANCH CIRCUIT INFORMATION.16.PROVIDE 11"X17" PULLBOX FOR LIGHTING CIRCUIT. STAMP LID 'LIGHTING'.17.PROVIDE 18" X 24" PULLBOX FOR POWER CIRCUIT. STAMP LID "ELECTRICAL".18.ALL POLE LIGHTING EXTEND 2" CONDUIT UNLESS OTHERWISE STATED. PROVIDE 2" SPAREWHERE REQUIRED PER CITY STANDARDS.19.CONDUIT TRANSITION FROM UNDERGROUND TO ABOVE GRADE FOR LIGHTING FIXTURESUNDER CANOPY.20.PROVIDE nLIGHT RPODB-4S WIRELESS SWITCH FOR 2-HOUR BY-PASS AND TO TURN ONPICKLE BALL COURT LIGHTING. PROGRAM LIGHTS AT 10% WHEN SPACE IS UNOCCUPIED.PROVIDE PLACARD PER CITY REQUIRED SIGN WORDING PROVIDE CLEAR COVER. PROGRAMTIME CLOCK SO THAT AFTER SCHEDULED HOURS THE WIRELESS SWITCH ARE NOTOPERABLE.21.PROVIDE 50AMP 120/240V, SINGLE PHASE OUTLET AND MOUNTED AT STAGE. PROVIDE GFCIBREAKER22.REFER TO LIGHTING ZONE SCHEDULE FOR CONTROLS AND ELECTRICAL SCHEDULES FORBRANCH CIRCUIT INFORMATION. CONTRACTOR SHALL EXTEND 2" C.O. FOR EACH BRANCHCIRCUIT.23.PROVIDE nLIGHT RPODB-4S SWITCH TO PROVIDE 2-HOUR TIMER TO OVERRIDE AND TURN ONPICKLEBALL COURT LIGHTS. PROVIDE PLACARD PER CITY REQUIRED SIGN WORDING.PROGRAM LIGHTS AT PICKLEBALL AT 10% WHEN SPACE IS UNOCCUPIED.24.EC TO PROVIDE MINIMUM OF 12"X18" PULLBOX. STAMP LID "LIGHTING"25.PROVIDE 106"X90" TRANSFORMER CONCRETE PAD AND PROTECTIVE PER PG&EREQUIREMENTS. (150KVA TRANSFORMER T302072)26.MAIN SWITCHBOARD, "MSB-S" PER SINGLE LINE DIAGRAM.27.PARKING SPACES SHOWN ARE INSTALLED EV SPACES BASED ON ON CITY OF SLO EVSTANDARDS 10 PERCENT OF THE TOTAL PARKING SPACES AT THE PARK (REFER TO DETAIL3 ON SHEET E002 FOR CALCULATIONS).28.PROVIDE NEW DUAL LEVEL 2 CHARGERS PER SINGLE LINE DIAGRAM.29.EC TO CONNECT TO JUNCTION BOX (POINT OF CONNECTION). COORDINATE WITH BRIDGEMANUFACTURER PRIOR TO ROUGH-IN.30.MOUNT FLOOD LIGHT AT POLE AT +16AFF TO LIGHT UP STAIRS AND HANDICAP WALK WAY.TURNS ON AFTER BASKETBALL LIGHTS ARE OFF. PROVIDE ADDITIONAL HANDHOLE FOR THISPOLE31.INSTALL PULL BOX AT BASED BID AND HOMERUN 2" CONDUIT TO PANEL.32.PROVIDE 8" ROUND CONCRETE BOX AND 1" CONDUIT TO PULL BOX "PEV#4" FOR FUTURE EVCHARGERS.REFERENCE NOTESK:\ENG\2023\23-8003\1-COMMUNITY PARK\23-8003_E101-E104_ELECTRICAL SITE PLANS.dwg, E104, Apr 03, 2025 1:59pm, Anthony RIGHETTI RANCH PARKS - 90% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARKEXPIRES: 09/30/26THOMA #23-8003San Luis Obispo, CA 93406P.O. Box 1167 - 3562 Empleo St.THOMA ELECTRIC, INC.Phone: (805) 543-3850cad@thomaelec.comER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROLICRTILFCA AIN HOMNAREEGINOFax: (805) 543-3829RPD NAOIEFSSLCJCRCJE104PARTIAL ELECTRICAL SITE PLAN - AREA DNORTHSCALE:PARTIAL ELECTRICAL SITE PLAN - AREA D1" = 20'-0"KEYMAPMATCHLINE (SEE PREVIOUS SHEET)MATCHLINE (SEE PREVIOUS SHEET)11 - 2" C.O.21 - 1" C.O.ER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSL 231AABBDDCCUTILITY CARTMOWER231AABBDDCCUTILITY CARTMOWERCITY STORAGEROOM101ACC. RRALL GENDER105NON ACC.SINGLE USE104NON ACC.SINGLE USE103UTILITYCHASE102NON ACC.SINGLE USE108NON ACC.SINGLE USE107ACC. RRALL GENDER106CITY STORAGEROOM101ACC. RRALL GENDER105NON ACC.SINGLE USE104NON ACC.SINGLE USE103UTILITYCHASE102NON ACC.SINGLE USE108NON ACC.SINGLE USE107ACC. RRALL GENDER106W,GW,GW,GW2@10FTW2@10FTW1@7.5FTW1@7.5FTW1@7.5FTW1@7.5FTW1@8FTW1@8FTW1@8FTW1@8FTAAAAAABBBBBBBB"RS""RS"W,GJW,GW,GW,GW,GW,GJ1J1J1J1J1J1W,G3"LCP-S"WH1208V, 1ɸ3000 WRS-1,3,5RS-22/24RS-2,4,18RS-26/28/304AC1208V, 3ɸ5 HPRS-7,9,11RS-6/8,10JJJJJJJJJOSOSJOSJJOSOSJOSJJOSJJD7LCP-S-R155551322544RS-12/14,1647911416J[RS-23]LCP-R2[RS-25]16#10J818RS-29JLCP-S-R3[RS-27]OSOSJJJ54EEGGHHFF54EEGGHHFFNON ACC.SINGLE USE201ACC. RRALL GENDER202STORAGE ANDUTILITY ROOM203NON ACC.SINGLE USE201ACC. RRALL GENDER202STORAGE ANDUTILITY ROOM203"RN"R1@7.5FTR1@12FTR1@12FTR1@8FTAAB"RN"W,GW,GW,GW,GW,GJ1J12"LCP-N"WH2208V, 1ɸ3000 WRN-2,4RN-12/146JJJJJOSOSJDOSLCP-N-R77RN-2952466666RN-6,8W1W2W2W1[RN-27]METER MAIN SERVICE "MMN"LCP-N-R1[RN-25]J88BJK:\ENG\2023\23-8003\1-COMMUNITY PARK\23-8003_E201_RESTROOMS ELECTRICAL PLANS.dwg, E201, Apr 03, 2025 1:59pm, Anthony RIGHETTI RANCH PARKS - 90% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARKEXPIRES: 09/30/26THOMA #23-8003San Luis Obispo, CA 93406P.O. Box 1167 - 3562 Empleo St.THOMA ELECTRIC, INC.Phone: (805) 543-3850cad@thomaelec.comER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROLICRTILFCA AIN HOMNAREEGINOFax: (805) 543-3829RPD NAOIEFSSLCJCRCJE201RESTROOMS ELECTRICAL PLANS REFERENCE NOTES1.CONNECTION TO ELECTRIC HAND DRYER. COORDINATE WITHARCHITECTURAL PLANS FOR EXACT LOCATION.2.LIGHTING CONTROL PANEL, "LCP-N". CONTROLS THE LIGHTS NORTH OFTHE CREEK.3.LIGHTING CONTROL PANEL, "LCP-S". CONTROLS LIGHTS SOUTH OF THECREEK.4.PROVIDE DEDICATED 30A, 208V RECEPTACLE FOR WORKSTATION ANDWORK BENCH. PROVIDE GFCI BREAKER.5.PROVIDE CORNER MOUNT BRACKET FOR OCCUPANCY SENSOR.6.REFER TO SLD FOR COPPER FEEDER SPECIFICATION.7.REFER TO LIGHTING ZONE SCHEDULE FOR CONTROLS AND ELECTRICALSCHEDULES FOR BRANCH CIRCUIT INFORMATION.8.PROVIDE 120V CONNECTION TO IRRIGATION CONTROLLER PERLANDSCAPE IRRIGATION PLANS.1AUPPER RESTROOOM POWER FLOOR PLANSCALE: 1/4" = 1'-0"2AMAIN RESTROOOM POWER FLOOR PLANSCALE: 1/4" = 1'-0"1BUPPER RESTROOOM POWER FLOOR PLANSCALE: 1/4" = 1'-0"2BMAIN RESTROOOM LIGHTING FLOOR PLANSCALE: 1/4" = 1'-0"ER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSL 145(TYPICAL)(TYPICAL)4--4--4--4--2366664--45(TYPICAL)(TYPICAL)31"C(GRS)BRANCHCIRCUIT1"C(PVC40)BRANCHCIRCUIT4--RAIL (TYP)5JUNCTION BOXBY BRIDGEMANUFACTUREJUNCTION BOXBY BRIDGEMANUFACTURE1"GRS TOPULLBOX BYEC4JUNCTIONBOX (TYP)CONDUIT TOLIGHT LOCATIONLIQUID TIGHT WEATHERPROOFCONDUIT SHIPPED LOOSE FORFIELD INSTALLATION. ALLOWFOR MINIMUM 6" MOVEMENT INEITHER DIRECTION.ENLARGED TYPICAL ELECTRICAL PLAN AT BRIDGENOT TO SCALE1TYPICAL ELEVATION AT BRIDGENOT TO SCALE2REFERENCE NOTES1.11'x17" PULL BOX WITH 1/2" DIAMETER X 8' LONG DRIVENCOPPER GROUND ROD. TERMINATE GROUND WIRE TOGROUND ROD. (BY EC). REFER TO ELECTRICAL SITE PLANSFOR LOCATIONS.2.1" CONDUIT. REFER TO ELECTRICAL SITE PLANS FOR WIRESIZE. (BY EC)3.EC TO CONNECT TO JUNCTION BOX (POINT OF CONNECTION).COORDINATE WITH BRIDGE MANUFACTURER PRIOR TOROUGH-IN.4.MINIMUM 3/4" STEEL FLEXIBLE CONDUIT WITH (2)#10 THWN &(1)#10 CU GROUND. FURNISHED AND INSTALLED BY BRIDGEMANUFACTURER.5.FIXTURE TYPE "S7" (TYPICAL). FURNISHED AND INSTALLED BYBRIDGE MANUFACTURER.6.APPROXIMATE LOCATION FOR REFERENCE ONLY. FINALLOCATION DETERMINED BY BRIDGE MANUFACTURER.NOT TO SCALE4BRIDGE SECTIONNOT TO SCALE3TYPICAL EXPANSION JOINT DETAIL ONINSIDE FACE OF TRUSSBRIDGE GENERAL NOTE:1.LIGHT FIXTURES ON BRIDGE ARE TO BEFURNISHED/INSTALLED AS PART OF BRIDGE ASSEMBLY.REFER TO LUMINAIRE SCHEDULE ON SHEET E003 FORFIXTURE SPECIFICATION.2.ALL CONDUIT/BRANCH CIRCUIT WIRING SHALL BECONSOLED IN BRIDGE CONSTRUCTION. VERIFYPROPOSED WIRING METHODS WITH ARCHITECT PRIORTO FABRICATION.3.ALL BRANCH CIRCUITS WIRING SHALL BE CONNECTEDTO A WEATHERPROOF BOX AT END OF THE BRIDGE, ASREFERENCE BY NOTE 3 ON THIS SHEET FOR A SINGLEPOINT OF CONNECTION. COORDINATE WITH SITEELECTRICAL CONTRACTOR.4.PROVIDE FLEXIBLE (SEALTITE) CONDUIT OR EXPANSIONFITTINGS AT CONNECTION JOINTS AS REQUIRED.5.ALL ELECTRICAL WORK ON BRIDGE SHALL BE IN STRICTCOMPLIANCE WITH THE LATEST EDITION OF THECALIFORNIA ELECTRICAL CODE (CEC)6.BRIDGE MANUFACTURER SHALL BOND ALL METALEQUIPMENT AT BRIDGE WITH MINIMUM #8 CU WIRE. SITEELECTRICAL CONTRACTOR WILL EXTEND GROUND WIRETO GROUND ROD AT SITE PULL BOX. SHOWN ON THISSHEET REFERENCE NOTE 1).7.LIGHT FIXTURES ARE MOUNTED AT VERTICAL BRIDGEMEMBERS AS SHOWN AT A MAX OF 20FT SPACING.8.PROVIDE SHOP DRAWINGS FOR EACH BRIDGE BASED ONACTUAL DIMENSIONS. TOTAL FIXTURE VARIES BASEDLENGTH OF BRIDGE AND MAX SPACING SHOWN.(WHERE REQUIRED)3K:\ENG\2023\23-8003\1-COMMUNITY PARK\23-8003_E202_TYPICAL BRIDGE ELECTRICAL PLANS.dwg, E202, Apr 03, 2025 2:00pm, Anthony RIGHETTI RANCH PARKS - 90% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARKEXPIRES: 09/30/26THOMA #23-8003San Luis Obispo, CA 93406P.O. Box 1167 - 3562 Empleo St.THOMA ELECTRIC, INC.Phone: (805) 543-3850cad@thomaelec.comER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROLICRTILFCA AIN HOMNAREEGINOFax: (805) 543-3829RPD NAOIEFSSLCJCRCJE202TYPICAL BRIDGE ELECTRICAL PLANSER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSL E301ELECTRICAL DETAILS CHRISTY G5 CONCRETEGROUND ROD BOXEXOTHERMICWELDMINIMUM 6" CRUSHEDROCK DRAIN BASEFINISHED GRADECOPPERWELD GROUNDROD, 10'-0" LONG BY 3/4" DIA.GROUND WIRE INPVC CONDUIT24" MIN.NOTES :1. MAXIMUM DIAMETER OF OPENING = 12".2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 1-1/4".3. MINIMUM 1/2" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT,CP 601S ELASTOMERIC FIRESTOP SEALANT, OR CP 606 FLEXIBLEFIRESTOP SEALANT IS REQUIRED ON BOTH SIDES OF A WALLASSEMBLY.4. W-RATING APPLIES ONLY WHEN CP 601S ELASTOMERIC FIRESTOPSEALANT OR CP 604 SELF-LEVELING FIRESTOP SEALANT IS USED.1. CONCRETE FLOOR OR WALL ASSEMBLY (2-HR. FIRE-RATING):A. ANY LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR OR WALL (MINIMUM 4-1/2" THICK).B. ANY UL/cUL CLASSIFIED CONCRETE BLOCK WALL.2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING:A. MAXIMUM 10" NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER).B. MAXIMUM 10" NOMINAL DIAMETER CAST IRON PIPE.C. MAXIMUM 4" NOMINAL DIAMETER COPPER PIPE OR TUBING.D. MAXIMUM 4" NOMINAL DIAMETER STEEL CONDUIT.E. MAXIMUM 4" NOMINAL DIAMETER EMT.3. MINIMUM 3" THICKNESS MINERAL WOOL (MINIMUM 4 PCF DENSITY)TIGHTLY PACKED FOR NOMINAL 4" DIAMETER (AND SMALLER), ANDMINIMUM 4" THICKNESS MINERAL WOOL (MINIMUM 4 PCF DENSITY)TIGHTLY PACKED FOR PIPES GREATER THAN NOMINAL 4" DIAMETER.4. MINIMUM 1/2" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT, CP601S ELASTOMERIC FIRESTOP SEALANT, CP 604 SELF-LEVELING FIRESTOPSEALANT, OR CP 606 FLEXIBLE FIRESTOP SEALANT.5. MINIMUM 1/2" BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT, CP601S ELASTOMERIC FIRESTOP SEALANT, OR CP 606 FLEXIBLE FIRESTOPSEALANT APPLIED AT POINT OF CONTACT. (NOT REQUIRED WHEN CP 604SELF-LEVELING FIRESTOP SEALANT IS USED, ITEM NO. 4).52134SECTION A-AATOP VIEWAF-RATING = 2-HR.T-RATING = 0-HR.L-RATING AT AMBIENT = LESS THAN 1 CFM/SQ. FT.L-RATING AT 400° F = 4 CFM/SQ. FT.W-RATING = CLASS I (SEE NOTE NO. 4 BELOW)CONDUITS2"BRANCH CIRCUIT, FEEDERMIN. 4", ROCK FREE FILL (SAND)NATIVE SOIL BACKFILLWARNING TAPE24"2"12"12"4"2"(MIN)NOTE: SOIL COMPACTION SHALL BE 95%COORDINATE UTILITY TRENCH DETAILS WITH UTILITY COMPANIES18" MIN54" MIN NATIVE SOIL BACKFILLROCK FREE FILLAC PAVING,WHERE OCCURRINGPFINISHED GRADET18"3"MINPPRIMARYSECONDARYSTTELEPHONE (AT&T)FCITY FIBERLEGEND WARNING TAPEFDISTRIBUTIOND12" MIN 12"GS7"6"7"12"RNOT BE UNDERMINEDSO THAT FOOTINGS WILLLOCATE PIPE TRENCHMIN.GENERAL NOTESPASS THROUGH THE POUR JOINTNO PIPE SHALLFOOTING PAD1'-6"9"6"MIN4"MIN2"MIN121'-6" MIN.BACKFILL PER SPECIFICATIONSPLACE CONCRETE FILL AROUNDSLEEVES BEFORE POURINGFOOTING PADS, FILL SHALL BESAME WIDTH AS FOOTING AND FULLWIDTH OF PIPE.PROVIDE METAL SLEEVES WITHI.D. 2" GREATER THAN THE O.D.OF THE PIPE.NO EXCAVATIONBELOW THIS LINEFTG.DEPTHPERSTRUCT.1. CONCRETE FILL TO BE THE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPETRENCH. (BACKFILL PER SPECIFICATIONS).2. CENTER PIPE IN PVC OR GALVANIZED METAL SLEEVE THAT HAS A MIN. I.D. 2"GREATER THAN THE PIPES O.D.3. WATERPROOF OPENING AROUND PIPE PER GENERAL SPECIFICATIONS.4. COORDINATE INSTALLATION WITH STRUCTURAL ENGINEER.6"24"CRUSHED ROCK SUMPBELL END3" DIA DRAIN6"HOLEFINISHED GRADEREINFORCED BOX EXTENSION,AS REQUIRED#15 ROOFING PAPER BETWEEN GROUT ANDCRUSHED ROCKGROUT OPENINGMINIMUM 2" THICKGROUTALTERNATE CONDUIT ENTRYWHERE NUMBER OF BENDS INRUN ALLOWS3"Ø x 30"L PERFORATED PIPE FOR SUMPDRAINSURROUND PIPE 2" EACH SIDE AND 6" AT BASEWITH PEA GRAVEL.30"MIN. CONDUIT DEPTHMINIMUM INTERIOR BOX DEPTH REINFORCED CONCRETE COVER(TO SUIT APPLICATION) WITHHOLD DOWN BOLTS. LABELCOVER AS REQUIRED.PRECAST REINFORCED CONCRETEBOX. SIZE PER PLANS.SEAL AROUND CONDUIT, BOX ANDEXTENSION JUNCTION.BELOW TOPOF SLABGRS, TAPE WRAPPED, OR PVCCOATED RISER TO EQUIPMENTOR BOX TERMINATIONCONDUIT RUN IS 150' GREATERTOP OF ELBOWTOP OF SLABFINISH GRADETOP OF SLAB/FINISH GRADENOTES:UNDERGROUND CONDUITS AND TRANSITION TO ABOVE GRADE/SLAB SHALL BE ASFOLLOWS:1.PVC ELBOWS ALLOWED IF TOP OF ELBOW IS MINIMUM 18" BFG OR BELOW TOP OF SLAB,OTHERWISE GRS, TAPE WRAPPED, ELBOWS ARE REQUIRED.2.GRS ELBOWS ARE REQUIRED IF CONDUIT RUN IS 150' GREATER.3.GRS RISERS ARE REQUIRED FROM ELBOW BELOW GRADE TO EQUIPMENT (DEVICE,OUTLET, PANEL, CABINET, ETC.) ABOVE GRADE.4.GRS ELBOWS/RISERS TO BE TAPED WRAPPED (1/2" LAPPED) TO 3" ABOVE FINISH GRADEOR TOP OF SLAB.TOP OF ELBOWPVCPVCPVC ELBOWPERMITTEDU.O.NPVC ELBOWPERMITTEDU.O.N24" MIN OR AS DEEMED BYAPPLICATION WHICHEVER ISGREATER4"18" MIN18" MINGRS, TAPE WRAPPED,TO EQUIPMENT OR BOXTERMINATIONSOILCONCRETE BLDG. PADGRS, TAPE WRAPPED,OR PVC COATED RISERTO EQUIPMENT OR BOXTERMINATION18" MIN AT SLABAND 24" MIN ATFINISH GRADECONCRETEBLDG.PAD/SOILGRS, TAPE WRAPPEDCONDUIT RUN IS LESS THAN 150'PVCCONDUIT RUN IS LESS THAN 150'K:\ENG\2023\23-8003\1-COMMUNITY PARK\23-8003_E301~E303_ELECTRICAL DETAILS.dwg, E301, Apr 03, 2025 2:00pm, Anthony RIGHETTI RANCH PARKS - 90% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARKEXPIRES: 09/30/26THOMA #23-8003San Luis Obispo, CA 93406P.O. Box 1167 - 3562 Empleo St.THOMA ELECTRIC, INC.Phone: (805) 543-3850cad@thomaelec.comER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROLICRTILFCA AIN HOMNAREEGINOFax: (805) 543-3829RPD NAOIEFSSLCJCRCJ1TYPICAL BRANCH CIRCUIT TRENCH DETAILSCALE: NTS2TYPICAL UTILITY TRENCH DETAILSCALE: NTS3SCALE: NTS4GROUND ROD IN GROUND WELLSCALE: NTS6TYP. UNDERGROUND CONDUITS & TRANSITIONSSCALE: NTS7TYPICAL CONCRETE PULL BOX DETAILSCALE: NTS8TYPICAL CONDUIT NEAR/THRU FOOTING DETAILSCALE: NTS9METAL PIPE THROUGH CONCRETE OR BLOCK WALL/FLOORSCALE: NTSFOR REFERENCE ONLY - REFER TO CITY STANDARD DETAIL 6020 (PAVED ORUNPAVED STREETS) AND 6030 (UNPAVED NON-TRAFFIC AREAS).ER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSL E302ELECTRICAL DETAILS 91"32"9.5"NEMA 1CABINET, 600 LB.MAXIMUM WEIGHT.CONCRETE WALLPROVIDE HILTI 3/8" DIA. X 2-1/2" (NOMINALEMBEDMENT) HILTI KB-TZ2 WITH INSTALLATION PERICC REPORT NUMBER ICC-ESR-4266, 6 MINIMUM ONEEACH AT MOUNTING STUDS.AT STUD WALLAT CMU WALLREFERENCE NOTES123HEIGHTSEE ARCH. PLANSFOR MOUNTINGOUTLET BOXPROVIDE #10x1" HEX HEADSELF-TAPPING SCREWS AT FIXTURE MOUNTINGPOINTS. (MINIMUM OF 2) TO BACKING OR WALLSTUDSMETAL WALL STUD, SEE ARCH. PLANS.WALL FINISH, SEE ARCH. PLANS.WALL STUD BACKING PER14-X/S105.1.SMALL SURFACE MOUNTED LIGHT FIXTURE. (20 LBS. ORLESS)2.CONCRETE MASONRY WALL.3.3/8" DIA. HILTI KB3 , PER ICC ESR-2302. PROVIDE MINIMUM2-1/2" EMBEDMENT.NOTE:FLUSH MOUNTED OUTLET BOX IS NOT SHOWN FORCLARIFICATION.LIGHTING FIXTURE PER FIXTURESCHEDULE ON SHEET X/E105.PLANPLANPACK ANNULAR SPACECOMPLETELY WITH MINERAL FIBER.CAULK OPENINGS AIRTIGHT FROMWALL SURFACE TO CONDUIT WITHNON-HARDENING ACOUSTICALSEALANT BOTH SIDES OF WALL. SEESPECIFICATIONS FOR SEALANTREQUIREMENTS.METAL SLEEVE IN CONCRETEWALL, 1" TO 1-1/4" LARGERTHAN O.D. OF CONDUIT.NOTE: NO MULTIPLE CONDUITPENETRATIONS ALLOWED. PACK ANDCAULK EVERY CONDUIT INDIVIDUALLY.OUTLET A: PEDESTAL TL310-WCS-PED WITH (2)20A 120V WEATHER RESISTANT/TAMPER RESISTANT RECEPTACLE. #GFCI/WR/TR. COLORFINISH: RAL6009 OR PANTONE 5535OUTLET B: PEDESTAL TL310-WCS-PED. PROVIDE WITH (1)50A 120/ 240V 4-WIRE CALIFORNIA STYLE RECEPTACLE. WILL REQUIRE 14" DEEPSPECIALIZED HOUSING (NEMA 14-50). #9-50A. COLOR FINISH: RAL6009 OR PANTONE 5535OUTLET C: RECESSED/DEEP HOUSING TO FLUSH MOUNT AT CONCRETE #TL310-WCS. PROVIDE (2)20AMP 125/250V NEMA 14-20R. COLORFINISH SELECTED BY LANDSCAPE ARCHITECT.ABCFACE OF SWITCHBOARDPAD WITH #4 REBARS AT 16" O.C. EACH WAY TOP AND BOTTOM.12" THICK 3000 psi CONCRETEFACE OF SWITCHBOARD1'-0"WASHER TO CONNECT SECTIONS.PROVIDE 1/2" DIA. THRU BOLT WITH1-1/2" MAX.GRAVEL BASECOMPACTEDSUBGRADE4"4"4"CONCRETE SLAB WHERE OCCURS.1/2" DIA. STAINLESS STEEL LONG HILTITZ2, EMBED 3-1/4" MINIMUM. PROVIDE(4) AT EACH SECTION.1.ELECTRICAL DISTRIBUTION EQUIPMENT OR CABINET.2.CONCRETE SLAB WHERE OCCURS3.MINIMUM 3/8" THRU-BOLT SECTION TO SECTION. (TYPICAL)REFERENCE NOTES21312-310SEALED CONDUIT PENETRATIONSCALE: NTS11SWITCHBOARD MOUNTING DETAILSCALE: NTS12SWITCHBOARD MOUNTING DETAILSCALE: NTS13SURFACE MOUNTING DETAIL AT CONCRETE WALLSCALE: NTS15LOCKABLE RECEPTACLE PLUG BOXSCALE: NTSK:\ENG\2023\23-8003\1-COMMUNITY PARK\23-8003_E301~E303_ELECTRICAL DETAILS.dwg, E302, Apr 03, 2025 2:00pm, Anthony RIGHETTI RANCH PARKS - 90% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARKEXPIRES: 09/30/26THOMA #23-8003San Luis Obispo, CA 93406P.O. Box 1167 - 3562 Empleo St.THOMA ELECTRIC, INC.Phone: (805) 543-3850cad@thomaelec.comER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROLICRTILFCA AIN HOMNAREEGINOFax: (805) 543-3829RPD NAOIEFSSLCJCRCJ14TYP. WALL SURFACE MOUNTED LIGHTING FIXTURESCALE: NTS16NOT USEDSCALE: NTS17NOT USEDSCALE: NTS18NOT USEDSCALE: NTSER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSL 6'-2"6'-8"5'-2"2'-2"4'-0"0'-6"0'-6"E303ELECTRICAL DETAILSNOTE:ELECTRICAL CONTRACTOR SHALL BE REQUIRED TO GET PG&EAPPROVAL ON SWITCHBOARD MOUNTING PRIOR TO INSTALLATION.20PG&E INSTALLATION REQUIREMENTSSCALE: NTS21MSB CONCRETE PADSCALE: NTSK:\ENG\2023\23-8003\1-COMMUNITY PARK\23-8003_E301~E303_ELECTRICAL DETAILS.dwg, E303, Apr 03, 2025 2:00pm, Anthony RIGHETTI RANCH PARKS - 90% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARKEXPIRES: 09/30/26THOMA #23-8003San Luis Obispo, CA 93406P.O. Box 1167 - 3562 Empleo St.THOMA ELECTRIC, INC.Phone: (805) 543-3850cad@thomaelec.comER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROLICRTILFCA AIN HOMNAREEGINOFax: (805) 543-3829RPD NAOIEFSSLCJCRCJ22TYPICAL GROUND/BOND DETAILSCALE: NTS23LIGHTING BOLLARD MOUNTING DETAILSCALE: NTS24GROUND BOND DETAIL AT SWITCHGEAR "MSB-S"SCALE: NTS25NOT USEDSCALE: NTS26NOT USEDSCALE: NTS27NOT USEDSCALE: NTS8" CONCRETE SLAB.11,12E302"MSB-S"20E303#3/0 COPPER GROUND BONDINGJUMPER. OCCURRING ATSERVICE ENTRANCE EQUIPMENT.SIZED PER 2022 CEC TABLE250.66.M/M ONLYBONDING OF "OTHER METALPIPING AND METAL WATERPIPE" PER 2022 CEC250.104(A)(B)#3/0 COPPER GROUNDINGCONDUCTOR. SIZED PER 2022CEC TABLE 250.66"UFER"CONCRETE-ENCASEDELECTRODE, 1/2" MIN.DIAMETER. PER 2022CEC 250.52(A)(3)"METAL UNDERGROUND WATERPIPE" 3/4" MINIMUM PER 2022 CEC250.52(A)(1)"METAL BUILDING/STRUCTUREFRAME" PER 2022 CEC250.52(A)(2)"ROD AND PIPE ELECTRODES"3/4" MINIMUM PER 2022 CEC250.52(A)(5)(a)(b)"GROUND ROD" 5/8" DIA. X10 FT ELECTRODE PER2022 CEC 250.52(A)(5)(b)#1 COPPER GROUNDINGCONDUCTOR. SIZED PER 2022CEC TABLE 250.122#6 COPPER GROUNDINGCONDUCTOR PER 2022 CEC250.66(A)#4 COPPER GROUNDINGCONDUCTOR PER 2022 CEC250.66(B)SUPPLEMENTALELECTRODEREQUIRED PER 2022CEC 250.53 (D)(1)(2)#6 COPPER GROUND PERPER 2022 CEC 250.53 (E)BONDING OF "PIPINGSYSTEM AND EXPOSESTRUCTURAL STEEL" PER2022 CEC 250.104(C)SERVICE EQUIPMENTENCLOSURE FULLLENGTH GROUND BUSPER 2022 CEC 250.50 GROUNDINGELECTRODES PRESENT ATSTRUCTURE/BUILDING SHALL BEBONDED TOGETHER TO FORM THEGROUNDING ELECTRODE SYSTEM.WHERE GROUNDING ELECTRODESIDENTIFIED IN 2022 CEC 250.52(A)(1)THROUGH (A)(7) ARE NOT PRESENTAT STRUCTURE/BUILDING PROVIDEONE OR MORE OF THE ELECTRODESINDICATED.24"10" DIA18"ANCHOR BOLT,TYPICAL OF 4 BYELECTRICALCONTRACTORBOLLARD FIXTURE ASPER SCHEDULEBASE TO BE FLUSHWITH FINISH GRADE.MINIMUM CONDUITCOVER U.O.N.3/4" PVC SCHED 40U.O.N.CONCRETE BASE BYGENERAL CONTRACTORMSB-S ONLY#4/0 COPPER GROUND BONDINGJUMPER. OCCURRING ATSERVICE ENTRANCE EQUIPMENT.SIZED PER 2022 CEC TABLE250.102(C).#4 COPPER GROUNDINGCONDUCTOR PER 2022 CEC250.66(B)#6 COPPER GROUNDINGCONDUCTOR PER 2022 CEC250.66(A)"UFER"CONCRETE-ENCASEDELECTRODE, 1/2" MIN.DIAMETER. PER 2022CEC 250.52(A)(3)"GROUND ROD" 5/8" DIA.X 8 FT ELECTRODE PER2022 CEC 250.52(A)(5)(b)SERVICE EQUIPMENTENCLOSURE FULLLENGTH GROUND BUSSERVICE EQUIPMENTENCLOSURE FULLLENGTH NEUTRAL BUSER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSL E304EXTERIOR LIGHTING CUTSHEETS K:\ENG\2023\23-8003\1-COMMUNITY PARK\23-8003_E304~E305 LIGHTING CUTSHEETS.dwg, E304, Apr 03, 2025 2:00pm, Anthony RIGHETTI RANCH PARKS - 90% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARKEXPIRES: 09/30/26THOMA #23-8003San Luis Obispo, CA 93406P.O. Box 1167 - 3562 Empleo St.THOMA ELECTRIC, INC.Phone: (805) 543-3850cad@thomaelec.comER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROLICRTILFCA AIN HOMNAREEGINOFax: (805) 543-3829RPD NAOIEFSSLCJCRCJTYPE S2,S3,S4TYPE S5TYPE S6TYPE SP1, SP2, SP3TYPE S7ER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSL E305INTERIOR LIGHTING CUTSHEETS K:\ENG\2023\23-8003\1-COMMUNITY PARK\23-8003_E304~E305 LIGHTING CUTSHEETS.dwg, E305, Apr 03, 2025 2:00pm, Anthony RIGHETTI RANCH PARKS - 90% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARKEXPIRES: 09/30/26THOMA #23-8003San Luis Obispo, CA 93406P.O. Box 1167 - 3562 Empleo St.THOMA ELECTRIC, INC.Phone: (805) 543-3850cad@thomaelec.comER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROLICRTILFCA AIN HOMNAREEGINOFax: (805) 543-3829RPD NAOIEFSSLCJCRCJTYPE ATYPE W1TYPE W2TYPE BER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSL 24" X 24"FINISHED GRADE#4 REBAR AT 9" O.C. EACH WAY24"CONCRETE FOUNDATION, 4,000 PSIMOUNTING PLATECHARGE POINT CT4021BOLLARD DUAL ATTACHED TOBASE PLATE6" MIN.24"CONCRETE FOUNDATION, 4,0000 PSICONDUIT WITH CIRCUITS PERELECTRICAL PLANMOUNTING PLATESECTIONPLAN24"12"NOTE: OBTAIN MANUFACTURERCONCRETE MOUNTING KITWHICH INCLUDES THE NUTS,BOLTS, WASHERS AND PLASTICBOLT INSTALLATION TEMPLATE.CONDUIT WITH CIRCUITS SITEAS SHOWN ON PLANS.3"MIN.E306ELECTRIC VEHICLE CHARGING STATION CUT SHEET1EV MOUNTING DETAILSCALE: NTSK:\ENG\2023\23-8003\1-COMMUNITY PARK\23-8003_E306_EV CUTSHEETS.dwg, E306, Apr 03, 2025 2:00pm, Anthony RIGHETTI RANCH PARKS - 90% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARKEXPIRES: 09/30/26THOMA #23-8003San Luis Obispo, CA 93406P.O. Box 1167 - 3562 Empleo St.THOMA ELECTRIC, INC.Phone: (805) 543-3850cad@thomaelec.comER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROLICRTILFCA AIN HOMNAREEGINOFax: (805) 543-3829RPD NAOIEFSSLCJCRCJn=5ER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSL K:\ENG\2023\23-8003\1-COMMUNITY PARK\23-8003_E401~402_ENERGY COMPLIANCE FORMS.dwg, E401, Apr 03, 2025 2:00pm, Anthony RIGHETTI RANCH PARKS - 90% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARKEXPIRES: 09/30/26THOMA #23-8003San Luis Obispo, CA 93406P.O. Box 1167 - 3562 Empleo St.THOMA ELECTRIC, INC.Phone: (805) 543-3850cad@thomaelec.comER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROLICRTILFCA AIN HOMNAREEGINOFax: (805) 543-3829RPD NAOIEFSSLCJCRCJE401INDOOR LIGHTING - T24 ENERGY COMPLIANCE FORMSER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSL K:\ENG\2023\23-8003\1-COMMUNITY PARK\23-8003_E401~402_ENERGY COMPLIANCE FORMS.dwg, E402, Apr 03, 2025 2:00pm, Anthony RIGHETTI RANCH PARKS - 90% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APRIL, 2025AS NOTEDPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARKEXPIRES: 09/30/26THOMA #23-8003San Luis Obispo, CA 93406P.O. Box 1167 - 3562 Empleo St.THOMA ELECTRIC, INC.Phone: (805) 543-3850cad@thomaelec.comER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROLICRTILFCA AIN HOMNAREEGINOFax: (805) 543-3829RPD NAOIEFSSLCJCRCJE402OUTDOOR LIGHTING - T24 ENERGY COMPLIANCE FORMSER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSLER E TYM.ECFNO. 20823ELTSOEATESIGER EJ F T F RE A ROL I CRTIL FCAAIN HOMNAREEGINORPD NAOIEFSSL 2000057-02CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONAS NOTEDAUGUST, 2024RIGHETTI RANCH PARKS - COMMUNITY PARK BSRCEFC:\Users\eferman\appdata\local\temp\AcPublish_17836\Righetti Ranch Plumbing Lead.dwg eferman Apr 04,2025-3:52pm BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT ANDOTHER PROPERTY RIGHTS RESERVE THIS DOCUMENT AS ANORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORKSHALL NOT BE DUPLICATED, COPIED, DISCLOSED OR USED INCONNECTION WITH ANY WORK OR PROJECT OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT HAS BEEN PREPARED,NOR SHALL IT BE ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN CONSENT OFVISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTECONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBR I A NP.STARRETTSTATEOFCALI FORN I AMECHANICAL EXP. 6/30/26M 340681417-11-RC22PLUMBING GENERAL NOTES1COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES:2022 CALIFORNIA ADMINISTRATIVE CODE (CAC): PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS(CCR)2022 CALIFORNIA BUILDING CODE (CBC): PART 2, TITLE 24 CCR2022 CALIFORNIA ELECTRICAL CODE (CEC): PART 3, TITLE 24 CCR2022 CALIFORNIA MECHANICAL CODE (CMC): PART 4, TITLE 24 CCR2022 CALIFORNIA PLUMBING CODE (CPC): PART 5, TITLE 24 CCR2022 CALIFORNIA ENERGY CODE (CENC): PART 6, TITLE 24 CCR2022 CALIFORNIA FIRE CODE (CFC): PART 9, TITLE 24 CCR2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN): PART 11, TITLE 24 CCRREPORT DEFICIENCIES WITHIN THIRTY (30) DAYS UPON AUTHORIZATION TO PROCEED.2NO PLUMBING SHALL BE INSTALLED UNTIL ALL REQUIRED PLUMBING PLAN CHECK PERMITS ANDAPPROVALS HAVE BEEN OBTAINED FROM ALL REQUIRED AGENCIES.3LAVATORY FAUCETS, SINK FAUCETS (NOT INCLUDING SERVICE SINK FAUCETS OR FAUCETSDESIGNATED AS INSTITUTIONAL) SHALL MEET THE FLOW REQUIREMENTS OUTLINED IN THE APPLIANCEEFFICIENCY STANDARDS.4COORDINATE WITH THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF PLUMBING FIXTURESAND DRAINS.5PROVIDE ALL TAILPIECES, TRAPS, STOPS, AND SUPPLY PIPES TO LAVATORIES DESIGNED ASACCESSIBLE, WITH PREFORMED INSULATION JACKET.6COORDINATE AND SCHEDULE TIMING FOR ALL UTILITY SERVICE CONNECTIONS.7ALL LINES BELOW SLAB ON GRADE TO BE LOCATED AWAY FROM ALL LOAD BEARING FOOTINGS.8ALL VENTS THRU ROOF SHALL BE MINIMUM OF 36 INCHES ABOVE AND MECHANICAL VENTILATION AIRINTAKE WITHIN 10 FEET. PROVIDE VANDAL PROOF HOODS ON ALL VENTS THROUGH ROOF.9CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF WALLS, ROOFS, FOOTINGS,FLOORS, INCLUDING ALL SAW CUTTING AND CORE DRILLING. COORDINATE ALL SAW CUTTING AND COREDRILLING WITH STRUCTURAL DRAWINGS. ANY CUTTING AND DRILLING REQUIRED OF STRUCTURALELEMENTS THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ARCHITECTSATTENTION PRIOR TO CUTTING AND DRILLING. CONTRACTOR SHALL SUBMIT PROPOSED LOCATION ANDSIZES OF SUCH CUTTING AND DRILLING FOR THE ARCHITECTS AND STRUCTURAL ENGINEERSAPPROVAL.10COORDINATE ALL EQUIPMENT LOCATIONS, PIPE PENETRATIONS AND EQUIPMENT PAD LOCATIONS WITHSTRUCTURAL DRAWING PRIOR TO WORK.11COORDINATE INSTALLATION OF ALL EQUIPMENT AND PIPING WITH OTHER TRADES PRIOR TOINSULATION. ENSURE THAT ALL CONTROL DEVICES, SHUT-OFF VALVES, ETC. ARE ACCESSIBLE FORMAINTENANCE. WHERE ACCESS PANELS IN FINISHED SPACES, OTHER THAN THAT SHOWN,CONTRACTOR SHALL PROVIDE AND COORDINATE EXACT LOCATION OF PANELS WITH ARCHITECT PRIORTO INSTALLATION.12ANY STRUCTURAL FIREPROOFING DAMAGED DURING INSTALLATION OF PLUMBING EQUIPMENT, PIPING,ETC. SHALL BE REPAIRED AT NO COST TO THE OWNER. REPAIRS SHALL BE AS DIRECTED BY THEARCHITECT.13ALL PIPING PASSING THROUGH CONCRETE/MASONRY WALLS AND FLOORS ARE TO BE SLEEVED.14NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE PER 2022 CPC609.10. THE METHOD TO BE FOLLOWED SHALL BE THAT PRESCRIBED BY THE HEALTH AUTHORITY OR, INCASE NO METHOD IS PRESCRIBED BY IT, THE FOLLOWING:A)THE PIPE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLE WATER UNTIL POTABLE WATER APPEARSAT THE POINTS OF OUTLET.B)THE SYSTEM OR PARTS THEREOF SHALL BE FILLED WITH A WATER-CHLORINE SOLUTION CONTAININGNOT LESS THAN 50 PARTS PER MILLION OF CHLORINE, AND THE SYSTEM OR PART THEREOF SHALL BEVALVED-OFF AND ALLOWED TO STAND FOR 24 HOURS; OR, THE SYSTEM OF PART THEREOF SHALL BEFILLED WITH A WATER-CHLORINE SOLUTION CONTAINING NOT LESS THAN 200 PARTS PER MILLION OFCHLORINE AND ALLOWED TO STAND FOR 3 HOURS.C)FOLLOWING THE ALLOWED STANDING TIME, THE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLEWATER UNTIL THE CHLORINE RESIDUAL IN THE WATER COMING FROM THE SYSTEM DOES NOT EXCEEDTHE CHLORINE RESIDUAL IN THE FLUSHING WATER.D)THE PROCEDURE SHALL BE REPEATED WHERE IT IS SHOWN BY BACTERIOLOGICAL EXAMINATION MADEBY AN APPROVED AGENCY THAT CONTAMINATION PERSISTS IN THE SYSTEM.PLUMBING TITLE 24 NOTES1PROVIDE WATER HEATERS CERTIFIED IN COMPLIANCE WITH CALIFORNIA ENERGY APPLIANCEEFFICIENCY STANDARDS.2PROVIDE DOMESTIC HOT WATER PIPING INSULATION IN ACCORDANCE WITH THE CALIFORNIA ENERGYEFFICIENCY STANDARDS.PLUMBING CAL GREEN NOTES1LAVATORY FAUCETS IN PUBLIC USE RESTROOMS (NOT INCLUDING SLEEPING ROOM UNITS) SHALL BETHE SELF CLOSING TYPE.2LAVATORY FAUCETS: 0.5 GPM MAX.3LAVATORY FAUCETS; METERED: 0.2 GPC MAX.4TOILETS: ULTRA LOW FLUSH TYPE (1.28 GPF MAX).PLUMBING ABBREVIATIONSABVABOVEHDHEADADAAMERICANS WITH DISABILITIES ACTHPHORSE POWERAFFABOVE FINISHED FLOORHZHERTZAGABOVE GRADEIEINVERT ELEVATIONAHJAUTHORITY HAVING JURISDICTIONIWCINCHES OF WATER COLUMNALUMALUMINUMKWKILOWATTSAMBAMBIENTLAVLAVATORYAMPAMPERAGELBSPOUNDSARCHARCHITECT, ARCHITECTURALLWTLEAVING WATER TEMPERATUREBELBELOWMAXMAXIMUMBFBELOW FLOORMBH1000 BRITISH THERMAL UNITS PER HOURBGBELOW GRADEMCAMINIMUM CIRCUIT AMPSBFPBACKFLOW PREVENTORMECHMECHANICALBLDGBUILDINGMFGRMANUFACTURE OR MANUFACTURERBODBASIS OF DESIGNMINMINIMUMBTUHBRITISH THERMAL UNIT PER HOURMUMAKE-UPCACOMBUSTION AIR(N)NEWCDCONDENSATE DRAINNOMNOMINALCFHCUBIC FEET PER HOURNPSNOMINAL PIPE SIZECONNCONNECTIONNTSNOT TO SCALECONTCONTINUATIONOPTOPERATINGCICAST IRONOSHPDOFFICE OF STATEWIDE HEALTH PLANNINGAND DEVELOPMENTCPCHROME PLATEDPDPRESSURE DROPDFUDRAINAGE FIXTURE UNITSPHPHASEDNDOWNPSIPOUNDS PER SQUARE INCHDSADIVISION OF THE STATE ARCHITECTPWPROCESS WASTE(E)EXISTINGRMROOMECEVAPORATIVE COOLERRPMREVOLUTIONS PER MINUTEEFFEFFICIENCYSDLSTORM DRAIN LEADERELECELECTRICALSDOSTORM DRAIN OVERFLOWEQPTEQUIPMENTSHTSHEETEWTENTERING WATER TEMPERATURESOVSHUT OFF VALVEFAFROM ABOVESSSTAINLESS STEELFCFLEXIBLE CONNECTIONTEMPTEMPORARY, TEMPERATUREFLAFULL LOAD AMPSTYPTYPICALFLRFLOORUONUNLESS OTHERWISE NOTEDFPSFEET PER SECONDUTRUP TO OR UP THROUGH ROOFFRFROMVVENTFTFLUSH TANKVACVACUUMFVFLUSH VALVEVTRVENT THROUGH ROOFGAGAGE OR GAUGEWCWATER CLOSETGALVGALVANIZEDWWASTEGPCGALLONS PER CYCLEW/WITHGPFGALLONS PER FLUSHW/OWITHOUTGPMGALLONS PER MINUTEWSFUWATER SUPPLY FIXTURE UNITGYPGYPSUMWTWEIGHT EXPRESSED IN POUNDSGWGREASE WASTEPLUMBING LEGENDSYMBOLABBREVIATIONDESCRIPTIONBALL VALVECHECKVALVECOTGCLEAN OUT THROUGH GRADEFCOFLOOR CLEAN OUTHBHOSE BIBBPRESSURE GAGERECESSED HOSE BIBBSHUT OFF VALVE IN PIPE DROP OR PIPE RISERYBSHUT OFF VALVE IN YARD BOXSTRAINERTPVTRAP PRIMER VALVEUNIONPIPE DOWNPIPE UPPIPE TEE DOWNPIPE INTERSECTIONWCOWALL CLEANOUTWHAWATER HAMMER ARRESTORACOMPRESSED AIRCWCOLD WATERHWHOT WATERVSANITARY VENTTPTRAP PRIMERS/WWASTE (BELOW GRADE)WCOATPTPCOMMERCIAL PLUMBING FIXTURE SCHEDULETAGFIXTUREBRANCH SIZEREMARKSWVCWHWELECTRICALDF-1DRINKING FOUNTAIN2"1-1/2"1/2"NANAWALL MOUNTED, MOST DEPENDABLE FOUNTAINS #10485-WMSS, DUAL HEIGHT W/BOTTLE FILLER, STAINLESS STEEL, PUSH BUTTON. COLOR TO BE SELECTED BYARCHITECT FROM MANUFACTURERS FULL RANGE. PROVIDE WITH STOPS ANDSUPPLIES, INSTALL PER ACCESSIBLE FACILITIES REQUIREMENTS.FD-1FLOOR DRAIN2"1-1/2"NANANAWATTS #FD-100-A-2-NH-A5-6-7, 5"Ø, CAST IRON W/ROUND BRONZE STRAINER.PROVIDE WITH VANDAL PROOF SCREWS, HEEL PROOF STRAINER AND TRAPPRIMER CONNECTION. SEE DETAIL 2/P-001 FOR TRAP PRIMER INFORMATION.FS-1FLOOR SINK2"1-1/2"NANANAWATTS #FS-730-2-NH-150, 12"X12"X6-1/4" ENAMELED CAST IRON W/HALF GRATE ANDDOME STRAINER.HB-1HOSE BIBBNANA3/4"NANARECESSED, WOODFORD #B75-3/4-CH, CHROME PLATED BRASS WITH VACUUMBREAKER. PROVIDE W/LOOSE TEE KEYLAV-1LAVATORY - ADA2"1-1/2"1/2"1/2"NAWALL MOUNTED, ACORN #1953LC-1-DMS-9-H34-GE-EE, 304 STAINLESS STEEL, WITHCHICAGO #116.706.AB.1 FAUCET, 0.5 GPM AERATOR. PROVIDE STOPS, SUPPLIES,C.P. BRASS "P" TRAP, POINT OF USE THERMOSTATIC MIXING VALVE, WATTSMINIMIXING OR APPROVED EQUAL. THERMOSTATIC MIXING VALVE SHALL LIMITOUTLET TEMPERATURE TO 110°F. INSTALL PER ACCESSIBLE FACILITIESREQUIREMENTS.LAV-2LAVATORY2"1-1/2"1/2"1/2"NAWALL MOUNTED, ACORN #1953LC-1-DMS-9-H34-GE-EE, 304 STAINLESS STEEL, WITHCHICAGO #116.706.AB.1 FAUCET, 0.5 GPM AERATOR. PROVIDE STOPS, SUPPLIES,C.P. BRASS "P" TRAP, POINT OF USE THERMOSTATIC MIXING VALVE, WATTSMINIMIXING OR APPROVED EQUAL. THERMOSTATIC MIXING VALVE SHALL LIMITOUTLET TEMPERATURE TO 110°F.MSK-2MOP SINK3"2"3/4"3/4"NAFLOOR MOUNTED, FIAT #TSBC1610, 24"X24"X12", TERRAZZO, CORNER PLACEMENT.PROVIDE FAUCET WITH VACUUM BREAKER AND PAIL HOOK.US-1UTILITY SINK3"2"3/4"3/4"NAFREE STANDING, FIAT #SF-1-F, 23-7/8"X20"X33-11-16", POLYMER, WITH T&S BRASSFAUCET #B-0665-BSTP-963, WITH T&S BRASS KIT #B-0230-KIT. PROVIDE WITH VACUUMBREAKER, DRAIN, RIM GUARD, HOSE, MOP HANGER AND WALL GUARDSWC-1WATER CLOSET - ADA4"2"1-1/4"NA120/1/60WALL MOUNTED, ACORN #2105-T-1-1.28-FVBO-CN-ADA, 1.28 GPF, ELONGATED BOWLWITH OPEN FRONT SEAT AND ZURN #ZEMS6152AV-HET SENSOR FLUSH VALVE.PROVIDE WITH ZURN #Z1202-1N-4 CARRIER. INSTALL PER ACCESSIBLE FACILITIESREQUIREMENTS.WC-2WATER CLOSET4"2"1-1/4"NA120/1/60WALL MOUNTED, ACORN #2105-T-1-1.28-FVBO-CN, 1.28 GPF, ELONGATED BOWLWITH OPEN FRONT SEAT AND ZURN #ZEMS6152AV-HET SENSOR FLUSH VALVE.PROVIDE WITH ZURN #Z1202-1N-4 CARRIER.GENERAL NOTES APPLICABLE TO ALL FIXTURES:A. BRANCH PIPE SIZES TO INDIVIDUAL FIXTURES SHALL BE AS SCHEDULED UNLESS OTHERWISE SPECIFIED.B. FIXTURES SCHEDULED AS ACCESSIBLE SHALL BE INSTALLED PER ACCESSIBLE FACILITIES REQUIREMENTS. REFER TO ARCHITECTURAL DRAWINGS.C. UNLESS OTHERWISE NOTED, COORDINATE SINK FAUCET MOUNTING HOLES WITH THE SPECIFIED FAUCET. FAUCETS SHALL BE CENTERED OVER THE BOWL. SINKSSHALL NOT BE PROVIDED WITH SPARE MOUNTING HOLES THAT ARE NOT COVERED BY THE FAUCET.D. MANUAL FLUSH VALVES SHALL BE INSTALLED WITH THE HANDLE ON THE WIDE SIDE OF THE WATER CLOSET.FIXTURE SPECIFIC NOTES:1.WATER PIPE SIZING CRITERIA CALCULATIONELEMENTPRESSURE (PSI)PRESSURE (FT H2O)STATIC PRESSURE IN MAIN60.0138.4LOSS THROUGH METER6.214.3LOSS THROUGH BACKFLOW PREVENTER12.027.7PRESSURE LOSS THROUGH PRV0.00.0OTHER DOWNSTREAM PRESSURE LOSSES0.00.0PRESSURE LOSS THROUGH ELEVATION HEAD (@0.434 PSI PER FOOTH2O) (IF LOSS IS NEGATIVE, THIS INDICATES FINAL FIXTURE IS LOWERTHAN THE MAIN LINE AND THERE IS A GAIN IN PRESSURE)2.25.0PRESSURE REQUIRED AT FINAL FIXTURE30.069.2REMAINING PRESSURE FOR FRICTION LOSSES9.622.2NOMINAL DISTANCE BETWEEN MAIN AND FINAL FIXTURE (FT)40.0TOTAL DEVELOPED LENGTH BETWEEN MAIN AND FINAL FIXTURE (FT)(ACCOUNTING FOR MINOR LOSSES WITH NOMINAL DISTANCE X 1.4)56.0PRESSURE SIZING CRITERIA (PSI LOSS / 100'-0" OF PIPING)8.0PRESSURE SIZING CRITERIA (FT H2O LOSS / 100'-0" OF PIPING)18.4CW VELOCITY SIZING CRITERIA (FT/S)8.0HW VELOCITY SIZING CRITERIA (FT/S)5.0ASSUMED GPM FROM FIXTURE UNIT COUNT54.8DOMESTIC WATER PIPING IS SIZED BASED ON PRESSURE LOSS IN PSI PER 100 FEET OF PIPING. IF THE ALLOWABLEPRESSURE LOSS STATED ABOVE IS GREATER THAN 8 PSI PER 100 FEET OF PIPE, SIZING SHALL BE BASED ON A PRESSURELOSS OF 8 PSI PER 100 FEET OF PIPE WITH A MAXIMUM VELOCITY OF 8 FEET PER SECOND FOR COLD WATER AND 5FEET PER SECOND FOR HOT WATER.WATER & SEWER SIZING TABLEPIPING SIZED PER 2022 CPCDOMESTIC WATER SERVICETOTAL WATER SUPPLY FIXTUREUNITSFT/FVGPMPIPE SIZE(INCHES)METERSIZE(INCHES)INCOMINGPSIREGULATEDPSIPSI/100'59.5FLUSHVALVE54.821-1/260NotRegulated8MAXIMUM FIXTURE UNITSALLOWEDPIPE SIZE(INCHES)1/23/411-1/41-1/222-1/23FLUSH VALVES(8 FPS MAX.)0001235132329666FLUSH TANK(8 FPS MAX.)3102351103254455719HOT WATER(5 FPS MAX.)38162846119245406SEWER LINETOTAL DRAINAGEFIXTURE UNITSPIPE SIZE REQUIRED(INCHES)PIPE SIZE PROVIDED(INCHES)BUILDING DRAIN SLOPEBUILDING SEWERSLOPE47.5442%SEE CIVILPLUMBING GENERALP-000ELECTRIC STORAGE WATER HEATER SCHEDULETAGMAKEMODELSTORAGE GALLONSDIMENSIONSØ" X HEIGHT"INLET CONNECTION(INCHES)SET TEMP°FINSTALLATION LOCATIONELECTRICAL DATAOPERATING WEIGHT LBSREMARKS SEEBELOWINSTALLATIONDETAILPOWERV/ɸ/HZWATTSAO-SMITHDEL-202021-3/4Øx22-1/43/4120UTILITY CHASE - 102208/1/603,00024014/P-001AO-SMITHDEL-202021-3/4Øx22-1/43/4120STORAGE ANDUTILITY ROOM - 203208/1/603,00024014/P-001NOTES:1. DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR.WH1WH2PROJECT TEAM LISTTITLENAMEDESK NUMBEREMAIL ADDRESSPRINCIPAL IN CHARGEBRIAN STARRETT805.540.5358BSTARRETT@3CENG.COMPLUMBING DESIGNERELI FERMAN805.540.3363 EXT 309EFERMAN@3CENG.COMSHEET LISTSHEET NUMBERSHEET TITLEP-000PLUMBING GENERALP-001PLUMBING DETAILSP-200PLUMBING PLANS - WASTE & VENTP-201PLUMBING PLANS - WATERAIR COMPRESSOR SCHEDULETAGMAKEMODELDIMENSIONSCFMPSIELECTRICALTYPEINSTALLATIONLOCATIONTANK SIZE(GALLONS)AIR DRYEROPERATINGWEIGHT(LBS)NOTES(SEE BELOW)HPVOLTSPHASEGARDNERDENVERVR5-835"Lx27"Wx75"H17.012552083RECIRCCITY STORAGEROOM (101)80NA6111GENERAL NOTES APPLICABLE TO ALL UNITS:A. DISCONNECT PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR.UNIT SPECIFIC NOTES:1. PROVIDE WITH ALL ACCESSORIES AND SUPPORT EQUIPMENT PER DETAIL 1/P004.AC1 2000057-02CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONAS NOTEDAUGUST, 2024RIGHETTI RANCH PARKS - COMMUNITY PARK BSRCEFC:\Users\eferman\appdata\local\temp\AcPublish_17836\Righetti Ranch Plumbing Lead.dwg eferman Apr 04,2025-3:52pm BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT ANDOTHER PROPERTY RIGHTS RESERVE THIS DOCUMENT AS ANORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORKSHALL NOT BE DUPLICATED, COPIED, DISCLOSED OR USED INCONNECTION WITH ANY WORK OR PROJECT OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT HAS BEEN PREPARED,NOR SHALL IT BE ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN CONSENT OFVISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTECONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBR I A NP.STARRETTSTATEOFCALI FORN I AMECHANICAL EXP. 6/30/26M 340681417-11-RC22PLUMBING DETAILSP-001NTSCLEANOUT TO GRADE1FINISHED CONCRETE"C.O" CAST IN VANDALRESISTANT SECUREDCOVER. INSTALL FLUSHWITH CONCRETECLEANOUT HOUSING; J.R.SMITH #4262L-UEARTHBRONZE PLUG WITHGASKET SEAL20x5 CONC.RING"Y" BRANCH SIZE AS REQ'D.(AT END OF RUN USE LONGSWEEP 90° ELL)1/8 BENDFINISHED CONCRETE AREASBOLT DOWN CAST IRON LIDMARKED "SEWER" CHRISTY#G05CT. INSTALL FLUSHWITH ASPHALT/LANDSCAPEASPHALT OR EARTHCONCRETE RING AROUNDHOUSINGCLEANOUT HOUSINGTRAFFIC VALVE BOXCHRISTY #G05T BOX12" REINFORCEDCONCRETE EXTENSIONSAS REQ'D CHRISTY#G05X12SEAL AIR TIGHT WITHRUBBER CAP SECURED W/BAND CLAMP"Y" BRANCH, SIZE ASREQUIRED. (AT END OFRUN USE LONG SWEEP 90°ELL)1/8" BENDASPHALT & LANDSCAPED AREAS5"SOIL5"4" MINCLEANOUTS IN PIPING 2" OR LESS SHALL HAVE A CLEARANCE OF NOT LESSTHAN 18" X 18" IN FRONT OF THE CLEANOUT, CLEANOUTS IN PIPING LARGERTHAN 2" INCHES SHALL HAVE A CLEARANCE OF NOT LESS THAN 24" X 24".CLEANOUTS: CPC TABLE 707.1PIPE SIZECLEANOUT SIZETHREADS(PER INCH)1-1/2" - 2"1-1/2"11-1/22-1/2" - 3"2-1/2"84" & LARGER3-1/2"8NTSTRAP PRIMER2FLOOR SINKP-TRAP WITHPRIMER TAPPRESSURE-DROP ACTIVATEDPRIMER VALVEJR SMITH #26941/2" SOFT COPPER(SLEEVED)FLOOR DRAINPROVIDE DISTRIBUTIONUNIT WHEN SERVINGMULTIPLE FIXTURES1/2"TYPE 'L' COPPERTAILPIECEFINISHEDFLOORBALL VALVECOLD WATER HEADERMOUNTING HEIGHT 1'-0"PER 20 FT OF TP LENGTHCONNECT TO TOP OF HEADERDRAIN PIPESTO UTILITY SINKHOLDRITE "QUICK STAND" SUSPENDEDPLATFORM #40-SWHP-WPLATFORM W/INTEGRAL DRAIN PAN& 1"DRAINHOLDRITE "QUICK STRAP" SEISMICRESTRAINT #QS-50 (TYP OF 2)APPROVED FLEXIBLECONNECTOR (TYP)NOTE: PROVIDE BLOCKING IN WALL FOR MOUNTING OF PLATFORM AND SEISMICRESTRAINT. INSTALL SUPPORTS PER MANUFACTURER'S INSTALLATION INSTRUCTIONSNTSELECTRIC WATER HEATER ON PLATFORM4BALL VALVE3/4" CW3/4" HOT WATER TO MOP SINKASME T&PRELIEF VALVEMOP SINK BELOWWATTS #PLT-5 THERMALEXPANSION TANK SECUREDTO WALL WITH HOLDRITEQUICKSTRAP #QS-UPIPING FROM RECEIVERTO FIRST S.O.V. SHALLBE SCHEDULE 80 STEELNTSAIR COMPRESSOR6AAAAAAAAAAAAAAAAAAAAAAAAAAAAAGARDNERDENVER FILTER#FIL14-13FLEXIBLECONNECTORMOTORSTARTER1/2"NPT VALVE80 GALLON ASMERECEIVERTRI-STARREGULATOR#R354GAFINISH FLOORAUTOMATICTANK DRAINASME PRESSURERELIEF VALVESET @ 200 PSIPRESSURE SWITCHHOUSEKEEPINGPAD1" AIR TOBUILDINGCOMPRESSORAIR COOLED AFTERCOOLERPRESSURE GUAGEMANUALTANK DRAINUSE (4) 1/2"Ø SCREW ANCHORS(1 SCREW PER MOUNTING BRACKET)SHUT OFFVALVE (TYP)3NTSWALL CLEANOUTRISER CLEANOUT TEE WITH BRONZE PLUG,JR SMITH #4531Y OR APPROVED EQUALWHEN A BACKWATER VALVE IS INSTALLEDDOWNSTREAM OF CLEANOUT, ENGRAVE"BACKWATER VALVE DOWNSTREAM" ON PLUGINTERIOR-POLISHED STAINLESS STEEL COVER EXTERIOR-PRIMECOATED STEEL COVER 24 GA. MINIMUMCUT CABINET BACK AND INSTALL COVER AT BACK OFCABINET. WHEN CABINET IS LOCATED AT A FIRE RATEDWALL, INSTALL COVER ON WALL AND CUT OPENING INCABINET TO ALLOW FOR REMOVAL OF COVERFINISHED WALLFINISHED FLOORWASTE PIPE SIZE PER PLANSCABINET BACK, WHERE OCCURSCLEANOUTS IN PIPING 2" OR LESS SHALL HAVE A CLEARANCE OF NOT LESSTHAN 18" X 18" IN FRONT OF THE CLEANOUT, CLEANOUTS IN PIPING LARGERTHAN 2" INCHES SHALL HAVE A CLEARANCE OF NOT LESS THAN 24" X 24".CLEANOUTS: CPC TABLE 707.1PIPE SIZECLEANOUT SIZETHREADS(PER INCH)1-1/2" - 2"1-1/2"11-1/22-1/2" - 3"2-1/2"84" & LARGER3-1/2"8F.G.NTSBUILDING WATER SUPPLY5CMU WALLBRAZED JOINTBALL VALVE(TWO-PIECE FULL PORT)FREEZLESS HOSE BIBB, SEEPLUMBING FIXTURESCHEDULECOPPER PIPING ININTERIOR WALLEXTERIOR FINISHTRANSITION FITTINGREFER TO CIVILDRAWING FORCONTINUATIONTYPE L COPPERPIPINGSLEEVE PIPE THROUGH CONCRETE,SEAL PENETRATION WATERTIGHT±5'-0" DS DS DS DS DS DS2 23311AABBDDCC5544EEGGHHFFLAV-2LAV-2LAV-1LAV-2LAV-1WC-1WC-2WC-1WC-2WC-2LAV-2WC-2WC-2WC-1LAV-2LAV-1DF-1FD-1US-1DF-14"VTR11I.E. 245.20'1P-001COTG(TYP)I.E. 234.60'1P-001COTG(TYP)4"VTR4"W4"4"4"COCOCO 4"FD-1FD-1FD-1FD-1FD-1FD-1FD-1FD-1WH21-1/2"AC12"WCO2"VTR4"W DN BG4"W DN BG2"2"4"W DN BG221-1/2"2"2"FS-11-1/2"4"4"4"4"4"4"2"2"2"2"2"4"FD-1VENT BELOWGRADE2"2"2"FFE248.20'FFE237.60'WH1MSK-1US-1NON ACCESSIBLESINGLE USE108NON ACCESSIBLESINGLE USE107NON ACCESSIBLESINGLE USE103NON ACCESSIBLESINGLE USE104ACC. RRALL GENDER106ACC. RRALL GENDER105NON ACCESSIBLESINGLE USE201ACC. RRALL GENDER202STORAGE ANDUTILITY ROOM203CITYSTORAGE ROOM101UTILITYCHASE1022000057-02CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONAS NOTEDAUGUST, 2024RIGHETTI RANCH PARKS - COMMUNITY PARK BSRCEFC:\Users\eferman\appdata\local\temp\AcPublish_17836\Righetti Ranch Plumbing Plan.dwg eferman Apr 04,2025-3:52pm BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT ANDOTHER PROPERTY RIGHTS RESERVE THIS DOCUMENT AS ANORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORKSHALL NOT BE DUPLICATED, COPIED, DISCLOSED OR USED INCONNECTION WITH ANY WORK OR PROJECT OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT HAS BEEN PREPARED,NOR SHALL IT BE ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN CONSENT OFVISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTECONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBR I A NP.STARRETTSTATEOFCALI FORN I AMECHANICAL EXP. 6/30/26M 340681417-11-RC22PLUMBING PLANS - WASTE & VENTSCALE: 1/4" = 1'-0"KEY NOTESAPPLICABLE TO THIS SHEET ONLYREFER TO CIVIL PLANS FOR CONTINUATION OF PIPING.INVERT ELEVATION WHERE THE BUILDING DRAIN AND BUILDING SEWERMEET SHALL BE 3.00' MINIMUM BELOW THE FINISHED FLOOR ELEVATION.PLUMBING GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH PIPE SIZING.2SLOPE SANITARY WASTE PIPING MIN 2% IN DIRECTION OF FLOW.3SLOPE VENT PIPING UP TOWARDS VTR MIN 1%.4ALL ROOMS WITH FLOOR DRAINAGE MUST HAVE FLOORS SLOPED TOWARDDRAIN. SEE ARCHITECTURAL PLANS FOR REQUIRED SLOPE.5PROVIDE CLEANOUTS IN ALL LOCATIONS SHOWN. COORDINATE ALL WALLCLEANOUTS WITH PLUMBING FIXTURES, CASEWORK, AND ARCHITECTURALELEVATIONS. SEE DETAIL 3/P-001 FOR SIZING AND CLEARANCES REQUIRED.6PLUMBING VENTS SHALL TERMINATE NOT LESS THAN 6" ABOVE THE ROOF,NOR LESS THAN 12" FROM A VERTICAL SURFACE. MAINTAIN 10'-0"CLEARANCE FROM BUILDING AIR INTAKES.7COORDINATE PIPE ROUTING WITH LOCATION OF ELECTRICAL AND DATAPANELS. PIPING SHALL NOT BE ROUTED ABOVE THE PANELS.12PLUMBING PLANS - WASTE & VENTP-200PIPING MATERIAL LISTHUB CAST IRON PIPE, & TYSEALHUBLESS CAST IRON PIPE, & FITTINGSTYPE 'L' COPPER TUBINGCLEAN TYPE 'L' COPPER TUBING BRAZEDFITTINGSCPVC - PVDFORION PURE POLYPROPYLENE SOCKETFUSION FITTINGSBLACK STEEL SCHED. 40 THREADEDFITTINGSSTAINLESS STEEL VACUUM PRE-INSULATEDVALEX 30, TUBING DOUBLE WALLSILVER SOLDER TYPE 'K' COPPERW/MG COUPLINGS HUBLESSCAST IRONW/C.I. THREADED DWV FITTINGS GALV. STL.SCH. 40POLYETHYLENE (SITE PIPES)POTABLE WATERABV. GRADEXBELOW GRADEXSANITARYDRAINAGEABV. GRADEXBELOW GRADEXXSANITARY VENTABV. GRADEXBELOW GRADEXMATERIALSYSTEM DS DS DS DS DS DS2 23311AABBDDCC5544EEGGHHFFLAV-2LAV-2LAV-1LAV-2LAV-1WC-1WC-2WC-1WC-2WC-2LAV-2WC-2WC-2WC-1LAV-2LAV-1US-1DF-1WH11WH215P-001WATERSERVICE5P-001WATERSERVICEFD-1FD-1FD-1FD-1FD-1FD-1FD-1FD-1FD-1FD-1TPTPTPTPTPTPTPTP TPTPTPTP2"CW2"CWAC1T PTP3/4"WHA1-1/4"3/4"1-1/2"3/4"1-1/2"1-1/2"1"23/4" WHA3/4" WHAFS-1TPTPTPTPTP1-1/2"1-1/2"1-1/2"1-1/2"HB-11-1/2"1"CW DN3/4" WHADF-1HB-1MSK-1US-1NON ACCESSIBLESINGLE USE108NON ACCESSIBLESINGLE USE107NON ACCESSIBLESINGLE USE103NON ACCESSIBLESINGLE USE104ACC. RRALL GENDER106ACC. RRALL GENDER105NON ACCESSIBLESINGLE USE201ACC. RRALL GENDER202STORAGE ANDUTILITY ROOM203CITYSTORAGE ROOM101UTILITYCHASE1022000057-02CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONAS NOTEDAUGUST, 2024RIGHETTI RANCH PARKS - COMMUNITY PARK BSRCEFC:\Users\eferman\appdata\local\temp\AcPublish_17836\Righetti Ranch Plumbing Plan.dwg eferman Apr 04,2025-3:52pm BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT ANDOTHER PROPERTY RIGHTS RESERVE THIS DOCUMENT AS ANORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORKSHALL NOT BE DUPLICATED, COPIED, DISCLOSED OR USED INCONNECTION WITH ANY WORK OR PROJECT OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT HAS BEEN PREPARED,NOR SHALL IT BE ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN CONSENT OFVISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTECONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBR I A NP.STARRETTSTATEOFCALI FORN I AMECHANICAL EXP. 6/30/26M 340681417-11-RC22KEY NOTESAPPLICABLE TO THIS SHEET ONLYREFER TO CIVIL PLANS FOR CONTINUATION OF PIPING.1" AIR DOWN TO HOSE REEL. COORDINATE WITH OWNER FOR EXACTLOCATION. PROVIDE WITH 75'-0" HOSE.PLUMBING GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH PIPE SIZING.2PROVIDE ANGLE STOPS FOR ALL PLUMBING FIXTURE BRANCH PIPING LINES.3COORDINATE PIPE ROUTING WITH LOCATION OF ELECTRICAL AND DATAPANELS. PIPING SHALL NOT BE ROUTED ABOVE THE PANELS.12PLUMBING PLANS - WATERSCALE: 1/4" = 1'-0"PLUMBING PLANS - WATERP-201PIPING MATERIAL LISTHUB CAST IRON PIPE, & TYSEALHUBLESS CAST IRON PIPE, & FITTINGSTYPE 'L' COPPER TUBINGCLEAN TYPE 'L' COPPER TUBING BRAZEDFITTINGSCPVC - PVDFORION PURE POLYPROPYLENE SOCKETFUSION FITTINGSBLACK STEEL SCHED. 40 THREADEDFITTINGSSTAINLESS STEEL VACUUM PRE-INSULATEDVALEX 30, TUBING DOUBLE WALLSILVER SOLDER TYPE 'K' COPPERW/MG COUPLINGS HUBLESSCAST IRONW/C.I. THREADED DWV FITTINGS GALV. STL.SCH. 40POLYETHYLENE (SITE PIPES)POTABLE WATERABV. GRADEXBELOW GRADEXCOMPRESSED AIRABV. GRADEXBELOW GRADEXMATERIALSYSTEM AS NOTED CITY SPECIFICATION NO. DATE: SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SWA GHS GHS GHS AS NOTED MARCH 31, 2025RIGHETTI RANCH PARKS - COMMUNITY PARKPROJECT TITLE:SHEET TITLE:REVISIONS: 2000057-02 APPROVED: 1417-11-RC22 STRUCTURAL GENERAL NOTESPT001 ATE: APRIL, 2025 AS NOTED CITY SPECIFICATION NO. DATE: SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SWA GHS GHS GHS AS NOTED MARCH 31, 2025RIGHETTI RANCH PARKS - COMMUNITY PARKPROJECT TITLE:SHEET TITLE:REVISIONS: 2000057-02 APPROVED: 1417-11-RC22 STRUCTURAL GENERAL NOTESPT002 m ATE: APRIL, 2025 l l l l l l l l l l l l ll l lll l l l y AS NOTED CITY SPECIFICATION NO. DATE: SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SWA GHS GHS GHS AS NOTED MARCH 31, 2025RIGHETTI RANCH PARKS - COMMUNITY PARKPROJECT TITLE:SHEET TITLE:REVISIONS: 2000057-02 APPROVED: 1417-11-RC22 TYPICAL DETAILSPT101 ATE: APRIL, 2025 AS NOTED CITY SPECIFICATION NO. DATE: SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SWA GHS GHS GHS AS NOTED MARCH 31, 2025RIGHETTI RANCH PARKS - COMMUNITY PARKPROJECT TITLE:SHEET TITLE:REVISIONS: 2000057-02 APPROVED: 1417-11-RC22 TYPICAL DETAILSPT102DD ATE: APRIL, 2025 AS NOTED CITY SPECIFICATION NO. DATE: SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SWA GHS GHS GHS AS NOTED MARCH 31, 2025RIGHETTI RANCH PARKS - COMMUNITY PARKPROJECT TITLE:SHEET TITLE:REVISIONS: 2000057-02 APPROVED: 1417-11-RC22NOPARKINGNOPARKINGNOPARKINGEV CHARGINGEV CHARGINGEV CHARGINGEV CHARGINGNOPARKINGNOPARKINGEV CHARGINGEV CHARGINGNOPARKINGNOPARKINGC R E E K C H A N N E L C R E E K C H A N N E L C R E E K C H A N N E LC R E E K C H A N N E L+0.00' +3.50' +0.00' +1.00' +2.00' +3.00' +3.50' +3.00' +3.00' +3.00' +3.00' +0.00'S I D E W A L KS I D E W A L KS I D E W A L KLOWPOST-TENSIONED SLAB-ON-GRADE - KEY PLANPT201 ATE: APRIL, 2025 AS NOTED CITY SPECIFICATION NO. DATE: SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SWA GHS GHS GHS AS NOTED MARCH 31, 2025RIGHETTI RANCH PARKS - COMMUNITY PARKPROJECT TITLE:SHEET TITLE:REVISIONS: 2000057-02 APPROVED: 1417-11-RC22 TENDON LAYOUT PLAN - BASKETBALL COURTSPT301 ATE: APRIL, 2025 AS NOTED CITY SPECIFICATION NO. DATE: SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SWA GHS GHS GHS AS NOTED MARCH 31, 2025RIGHETTI RANCH PARKS - COMMUNITY PARKPROJECT TITLE:SHEET TITLE:REVISIONS: 2000057-02 APPROVED: 1417-11-RC22 TENDON LAYOUT PLAN - TENNIS COURTPT302 ATE: APRIL, 2025 AS NOTED CITY SPECIFICATION NO. DATE: SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SWA GHS GHS GHS AS NOTED MARCH 31, 2025RIGHETTI RANCH PARKS - COMMUNITY PARKPROJECT TITLE:SHEET TITLE:REVISIONS: 2000057-02 APPROVED: 1417-11-RC22 TENDON LAYOUT PLAN - PICKLEBALL COURTSPT303 ATE: APRIL, 2025 AS NOTED CITY SPECIFICATION NO. DATE: SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SWA GHS GHS GHS AS NOTED MARCH 31, 2025RIGHETTI RANCH PARKS - COMMUNITY PARKPROJECT TITLE:SHEET TITLE:REVISIONS: 2000057-02 APPROVED: 1417-11-RC22 STRUCTURAL DETAILSPT401 ATE: APRIL, 2025 BIKEPARK LINETYPE LEGENDRIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APPROVED: 03 14, 2025]MARCH 28, 2025AS NOTEDZWPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK ZWKMKM / ZWN O T FO R C O N S T R U C T IO NBP1.0SYMBOL LEGENDSHEETNUMBERDETAILNUMBERXXX@ATALT.ALTERNATEBETW.BETWEENBOT.BOTTOMCENTERLINECJCOLD JOINTCONC.CONCRETECONT.CONTINUOUSDDDECK DRAINØDIAMETEREA.EACHEJEXPANSION JOINT(E)EXISTINGFGFINISH GRADEFSFINISH SURFACEGALV.GALVANIZEDHPHIGH POINTTCTOP OF CURBTDTOP OF DRAINTHK.THICKTFTOP OF FENCETWTOP OF WALLTYP.TYPICALVERT.VERTICALW/WITHABBREVIATIONSHORIZ.HORIZONTALI.D.INSIDE DIAMETERO.D.OUTER DIAMETERINV. EL.INVERT ELEVATIONLFLINEAR FEETLMLINEAR METERMAX.MAXIMUMMIN.MINIMUM(N) NEWN/ ANOT APPLICABLEN.I.C.NOT IN CONTRACTN.T.S.NOT TO SCALEO.C.ON CENTERRAD.RADIUSREBARSTEEL REINFORCEMENTRERIM ELEVATIONTPTANGENT POINTCLNO. SHEETDESCRIPTION1.BP1.0BIKE PARK - GENERAL NOTES2.BP2.0BIKE PARK - CONSTRUCTION PLAN3.BP3.0BIKE PARK - LAYOUT PLAN4.BP4.0BIKE PARK - ROUGH GRADING PLAN5.BP4.1BIKE PARK - FINE GRADING AND DRAINAGE PLAN6.BP5.0BIKE PARK - MATERIALS PLAN7.BP5.1BIKE PARK - PAINTING PLAN8.BP6.0BIKE PARK - STANDARD DETAILS9.BP7.0BIKE PARK - DETAILS10.BP7.1BIKE PARK - DETAILS11.BP7.2BIKE PARK - DETAILSINDEX OF SHEETSRIGHETTI PARK BIKE PARKGENERAL BIKE PARK CONSTRUCTION NOTESGENERAL NOTES1.CONTRACTOR SHALL VERIFY AND COORDINATE FINISH GRADES WITH SITE CONDITIONS. CONTRACTOR SHALL IMMEDIATELY REPORT ANY CONFLICTS OR DISCREPANCIES TO THE OWNER'SREPRESENTATIVE AND THE BIKE PARK DESIGNER.2.CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY RAIN WATER OR DEBRIS FROM THE PROJECT SITE, AS NEEDED, DURING CONSTRUCTION AND PRIOR TO PLACING ANY BASEMATERIAL OR ASPHALT PAVEMENT WITHIN ANY AREA.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING GROUND ELEVATIONS, PIPE INVERTS, SITE UTILITIES AND OVERALL TOPOGRAPHY OF THE SITE, AS WELL AS, ALL SITE DIMENSIONSPRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE AND THE BIKE PARK DESIGNER IN WRITING OF ANY DIFFERENCES INTOPOGRAPHY OR SITE DIMENSIONS THAT DIFFER FROM THOSE SHOWN ON THE PLANS.4.THE CONTRACTOR SHALL ESTIMATE EARTHWORK QUANTITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ARRANGE FOR IMPORT OR EXPORT OF SOIL MATERIALS AS REQUIREDTO COMPLETE THE GRADING AS SHOWN ON THE PLANS. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR ANY EXPORT OR IMPORT REQUIRED.5.THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING IMPROVEMENTS WITH A SMOOTH TRANSITION TO EXISTING GRADES AND TO AVOID ANY ABRUPT OR APPARENT CHANGES INGRADES OR CROSS SLOPES, LOW SPOTS OR OTHER CASES WHICH MAY CAUSE HAZARDOUS CONDITIONS.6.WRITTEN DIMENSIONS ARE TO TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY OWNER'S REPRESENTATIVE AND BIKE PARK DESIGNER OF ANY DISCREPANCIES FOUND IN THE FIELD.7.THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION ON THIS PROJECT (U.S.A. AT 800-227-2600).8.ALL WORK SHALL COMPLY WITH THE PROJECT GEOTECHNICAL REPORT. IF DISCEPANCIES OCCUR BETWEEN PLANS/SPECIFICATIONS AND GEOTECHNICAL REPORT, GEOTECHNICAL REPORTSHALL PREVAIL. CONTACT OWNER'S REPRESENTATIVE IMMEDIATELY.9.CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE OWNER'S REPRESENTATIVE FOR ANY CHANGES TO THE PROJECT LAYOUT OR DESIGN. ANY CHANGES OR DEVIATIONS WITHOUTWRITTEN APPROVAL BY THE OWNER'S REPRESENTATIVE SHALL ABSOLVE THE OWNER AND PROJECT DESIGNER OF ANY AND ALL RESPONSIBILITY OF SAID CHANGE OR DEVIATION.BEST MANAGEMENT PRACTICES1.BEST MANAGEMENT PRACTICES (BMP'S) (MATERIALS AND THEIR INSTALLATION) SHALL BE IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.3.EXPOSED SOIL SHALL BE PROTECTED FROM EROSION AT ALL TIMES. HAY BALES, FILTER BERMS, BIOSWALES OR OTHER MEANS SHALL BE EMPLOYED TO PREVENT TURBID RUNOFF TO THEDRAINAGE AREA OR TO ADJOINING PROPERTIES. THESE MEASURES ARE INTENDED TO BE USED FOR INTERIM EROSION AND SEDIMENT WATER POLLUTION CONTROL ONLY AND ARE NOT TO BEUSED FOR FINAL ELEVATIONS OR PERMANENT IMPROVEMENTS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING EROSION AND SEDIMENT CONTROL PRIOR TO, DURING, AND AFTER STORM EVENTS, AND SHALL PROMPTLY CORRECT ANYDEFICIENCIES NOTED.5.ANY EXCESS MATERIAL SHALL BE DISPOSED OF OFF-SITE OR STOCKPILED IN A MANNER TO AVOID RUNOFF ONTO ADJOINING PROPERTIES.6.ESTABLISH AND MAINTAIN EFFECTIVE PERIMETER CONTROLS AND STABILIZE ALL CONSTRUCTION ENTRANCES AND EXITS TO SUFFICIENTLY CONTROL EROSION AND SEDIMENT DISCHARGESFROM THE SITE7.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER HANDLING OF STORM WATER, INCLUDING DEWATERING, AND DEBRIS REMOVAL FROM THE PROJECT SITE, AS NEEDED, DURINGCONSTRUCTION AND PRIOR TO PLACING ANY ASPHALT PAVING.BIKE PARK - GENERAL NOTESATE:APRIL, 2025 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKLOW LOWLOWLOWLOWC R E E K C H A N N E LC R E E K C H A N N E LEXISTING EUCALYPTUS TREETRUCKS (APPROX.); PROTECTIN PLACE. FIELD VERIFY; TYP.EXISTING EUCALYPTUS TREETRUCKS (APPROX.); PROTECTIN PLACE. FIELD VERIFY; TYP.EXISTING EUCALYPTUS TREETRUCKS (APPROX.); PROTECTIN PLACE. FIELD VERIFY; TYP.PERIMETER FENCE.REFER TO LC104 FORTYPE AND MATERIAL; TYP.PERIMETER FENCE.REFER TO LC104 FORTYPE AND MATERIAL; TYP.PARK BENCHES. REFERTO LC104 FOR TYPEAND MATERIAL; TYP.PARK BENCHES. REFERTO LC104 FOR TYPEAND MATERIAL; TYP.RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APPROVED: 03 14, 2025]MARCH 28, 2025AS NOTEDZWPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK ZWKMKM / ZWN O T FO R C O N S T R U C T IO NBP2.0BIKE PARK - CONSTRUCTION PLAN LEGENDSYMBOLDETAILDESCRIPTIONRIDE DIRECTIONNABLEND ZONENA16'-0"0'-0"32'-0"SCALE: 1" = 16'-0"16'-0"BIKE PARK CONSTRUCTION NOTES:1.EARTH BASED BIKE PARK SKILL TRAIL LANE DESIGNS TO BEFIELD FIT PER BIKE PARK CONTRACTOR SPECIALIST. LANESTO BE APPROVED BY BIKE PARK DESIGNER.ATE:APRIL, 2025 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKLOW LOWLOWLOWLOWC R E E K C H A N N E LC R E E K C H A N N E LDIMENSIONS TAKENFROM EASTERN CORNEROF PERIMETER FENCEDIMENSIONS TAKENFROM NORTHERN CORNEROF PEDESTRIAN BRIDGERIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APPROVED: 03 14, 2025]MARCH 28, 2025AS NOTEDZWPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK ZWKMKM / ZWN O T FO R C O N S T R U C T IO NBP3.0BIKE PARK - LAYOUT PLAN16'-0"0'-0"32'-0"SCALE: 1" = 16'-0"16'-0"BIKE PARK LAYOUT NOTES:1.EARTH BASED BIKE PARK SKILL TRAIL LANE DESIGNS TO BEFIELD FIT PER BIKE PARK CONTRACTOR SPECIALIST. LANESTO BE APPROVED BY BIKE PARK DESIGNER.ATE:APRIL, 2025 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKLOW LOWLOWLOWLOWC R E E K C H A N N E LC R E E K C H A N N E L(226)(225)(225)(224)(227)(228)RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APPROVED: 03 14, 2025]MARCH 28, 2025AS NOTEDZWPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK ZWKMKM / ZWN O T FO R C O N S T R U C T IO NBP4.0BIKE PARK - ROUGH GRADING PLAN16'-0"0'-0"32'-0"SCALE: 1" = 16'-0"16'-0"ROUGH GRADING CONTOURNALEGENDSYMBOLDETAILDESCRIPTIONEXISTING CONTOURNAATE:APRIL, 2025 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKLOW LOWLOWLOWLOWC R E E K C H A N N E LC R E E K C H A N N E LRIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APPROVED: 03 14, 2025]MARCH 28, 2025AS NOTEDZWPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK ZWKMKM / ZWN O T FO R C O N S T R U C T IO NBP4.1BIKE PARK - FINE GRADING AND DRAINAGE PLAN16'-0"0'-0"32'-0"SCALE: 1" = 16'-0"16'-0"LEGENDSYMBOLDETAILDESCRIPTIONDATUM: 0.00 = IS BASED ON FINISH MASS SITE GRADESIMMEDIATELY BELOW EACH RIDE FEATURE.SEE ROUGH GRADING PLAN BP4.0.NASPOT ELEVATIONS.PUMP TRACK GRADE DIRECTION -DOWN.NASURFACE FLOW DIRECTION.SLOPE MIN. 1.0%.NA(12)NDS FLO-WELL ENGINEEREDDRY-WELL.6/BP6.0ATE:APRIL, 2025 ENGINEERED >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKLOW LOWLOWLOWLOWC R E E K C H A N N E LC R E E K C H A N N E LRIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APPROVED: 03 14, 2025]MARCH 28, 2025AS NOTEDZWPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK ZWKMKM / ZWN O T FO R C O N S T R U C T IO NBP5.0BIKE PARK - MATERIALS PLAN16'-0"0'-0"32'-0"SCALE: 1" = 16'-0"16'-0"LEGENDSYMBOLDETAILDESCRIPTION PUMP TRACK ASPHALT PAVING.SEE TECHNICAL SPECIFICATIONS.1/BP6.0(12) NDS FLO-WELL ENGINEEREDDRY-WELL.6/BP6.0CONCRETE PAVING -SEE LANDSCAPE PLANS.SOFTSCAPE AREA -SEE LANDSCAPE PLANS.EARTH BASED BIKE PARK RIDE LANESCOMPACTED TO 85% MIN. RELATIVECOMPACTION.SEE SPECS.BIKE PARK MATERIAL NOTES:1.CONTRACTOR SHALL APPLY A SLURRY COAT PERMANUFACTURERS SPECIFICATIONS TO ALL PUMP TRACKASPHALT PAVING SURFACES.2.OUTSIDE OF PUMP TRACK ASPHALT PAVING SURFACES TOHAVE A 1' MINIMUM WIDE SOIL SHOULDER (2% MAX) BEFOREGRADING DOWN AT A MAX SLOPE OF 3:1.SEE SHEETLC104LANDSCAPE BOULDERS -SEE LANDSCAPE PLANS.SEE SHEETLC104SEE SHEETLC104ATE:APRIL, 2025 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CREEK SETBACKCREEK SETBACKCREEK SETBACKCREEK SETBACKLOW LOWLOWLOWLOWC R E E K C H A N N E LC R E E K C H A N N E LRIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APPROVED: 03 14, 2025]MARCH 28, 2025AS NOTEDZWPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK ZWKMKM / ZWN O T FO R C O N S T R U C T IO NBP5.1BIKE PARK - PAINTING PLAN16'-0"0'-0"32'-0"SCALE: 1" = 16'-0"16'-0"LEGENDSYMBOLDETAILDESCRIPTION PUMP TRACK PAINT STRIPINGPUMP TRACK PAINTRIDE DIRECTION ARROW4/BP6.05/BP6.0BIKE PARK PAINT NOTES:1.ALL PUMP TRACK STRIPING AND ARROWS SHALL BEPAINTED USING RAE: 5435 GREEN FAST DRY HI-BUILD LATEXTRAFFIC MARKING PAINT; "LIQUID THERMOPLASTIC" -STANDARD GREEN, OR APPROVED EQUAL.2.CONTRACTOR SHALL VERIFY PAINT LOCATIONS WITH THEBIKE PARK DESIGNER PRIOR TO ANY PAINTING.ATE:APRIL, 2025 PUMP TRACK ASPHALT PAVING1TYPICAL PUMP TRACK RIDE FEATURE SECTIONPUMP TRACK PAINT STRIPINGTYPICAL PUMP TRACK RIDE LANE SECTIONPUMP TRACK PAINT RIDE DIRECTION ARROW4523NDS FLO-WELL ENGINEERED DRY-WELL.6RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APPROVED: 03 14, 2025]MARCH 28, 2025AS NOTEDZWPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK ZWKMKM / ZWN O T FO R C O N S T R U C T IO NBP6.0BIKE PARK - STANDARD BIKEPARK DETAILSATE:APRIL, 2025 ENGINEERED DRY-WELL.6 3'-0" PUMP TRACK BERM (W/ RETURN TO GRADE) (WIDE DECK)3'-0" PUMP TRACK BERM (W/ RETURN TO GRADE)335'-0" PUMP TRACK RHYTHM LANE43'-6" PUMP TRACK BERM (ADJACENT TO DECK)12RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APPROVED: 03 14, 2025]MARCH 28, 2025AS NOTEDZWPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK ZWKMKM / ZWN O T FO R C O N S T R U C T IO NBP7.0BIKE PARK - BIKEPARK DETAILSATE:APRIL, 2025 39'-5" PUMP TRACK RHYTHM LANE538'-8" PUMP TRACK RHYTHM LANE67820'-0" PUMP TRACK RHYTHM LANE30'-2" PUMPT RACK RHYTHM LANERIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APPROVED: 03 14, 2025]MARCH 28, 2025AS NOTEDZWPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK ZWKMKM / ZWN O T FO R C O N S T R U C T IO NBP7.1BIKE PARK - BIKEPARK DETAILSATE:APRIL, 2025 53'-4" PUMP TRACK RHYTHM LANE9PBR INTERMEDIATE CURVED WALL RIDE (HEIGHT 6'-0") (LENGTH 30')10PBR ROLLER (HEIGHT 1') (LENGTH 18.7') (WIDTH 36")11PBR STEP DOWN ROLLER (WIDTH 36")12PBR TEETER TOTTER (WIDTH 36")13SKILLS TRAIL ROCK GARDEN14RIGHETTI RANCH PARKS - 100% CONSTRUCTION DOCUMENTS2000057-021417-11-RC22APPROVED: 03 14, 2025]MARCH 28, 2025AS NOTEDZWPLAN FILE NO. / LOCATIONSCALE:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:SHEET NO.SHEET TITLE: PROJECT TITLE:DATE:CITY SPECIFICATION NO.COMMUNITY PARK ZWKMKM / ZWN O T FO R C O N S T R U C T IO NBP7.2BIKE PARK - BIKEPARK DETAILSATE:APRIL, 2025