HomeMy WebLinkAbout1ST SUBMITTAL SIGNS and DESIGN_CV LINK (1)COACHELLA VALLEY - CALIFORNIAPROJECT NO. CVL-2015-0309MULTI-MODAL TRANSPORTATION FACILITYVOLUMECONSTRUCTION DOCUMENTS5LA QUINTA100% DESIGN SUBMITTAL [NOT FOR CONSTRUCTION]
GENERAL INFORMATION2GI501INDEX OF SHEETS3GI510GENERAL NOTES4GI511LEGEND, ABBREVIATIONS, AND NOTES5GI520PROJECT MAP OVERVIEW6GI521PROJECT PLAN, LA QUINTACIVIL CONSTRUCTION7CG500ALIGNMENT GEOMETRY PLAN8CG501ALIGNMENT GEOMETRY PLAN9CG502ALIGNMENT GEOMETRY PLANCIVIL - PLAN & PROFILE10CP50047-6A: PLAN & PROFILE, BEGIN TO END11CP50147-4A TO 49-6A: PLAN & PROFILE, BEGIN TO 17+0012CP50247-4A TO 49-6A: PLAN & PROFILE, STA 17+00 TO 26+5013CP50347-4A TO 49-6A: PLAN & PROFILE, STA 26+50 TO 36+0014CP50447-4A TO 49-6A: PLAN & PROFILE, STA 36+00 TO 45+5015CP50547-4A TO 49-6A: PLAN & PROFILE, STA 45+50 TO 55+0016CP50647-4A TO 49-6A: PLAN & PROFILE, STA 55+00 TO 64+0017CP50747-4A TO 49-6A: PLAN & PROFILE, STA 64+00 TO END18CP50848-6A: PLAN & PROFILE, BEGIN TO END19CP50948-8A: PLAN & PROFILE, BEGIN TO END20CP51049-8A TO 50-1: PLAN & PROFILE, BEGIN TO 7+5021CP51149-8A TO 50-1: PLAN & PROFILE, STA 7+50 TO 17+0022CP51249-8A TO 50-1: PLAN & PROFILE, STA 17+00 TO 26+0023CP51349-8A TO 50-1: PLAN & PROFILE, STA 26+00 TO 36+0024CP51449-8A TO 50-1: PLAN & PROFILE, STA 36+00 TO END25CP51549-11A: PLAN & PROFILE, BEGIN TO END26CP51649-11A ACCESS RAMP: PLAN & PROFILE, BEGIN TO ENDCIVIL - DETAILED PLANS27CE500WASHINGTON ST - EAST: CONNECTION PLAN28CE501WASHINGTON ST: INTERSECTION (J-5A), PLAN29CE502ADAMS ST - WEST: CONNECTION PLAN30CE503ADAMS STREET: INTERSECTION (J-5B), PLAN31CE504ADAMS ST - EAST: CONNECTION PLAN32CE505ADAMS STREET: INTERSECTION (J-5C), PLAN33CE50649-8A TO 50-1: SLOPE PROTECTION, BEGIN TO 28+6034CE50748-8A TO 50-1: SLOPE PROTECTION, 28+60 TO END35CE508ADAMS ST: UNDERCROSSING - UC 5-1, PLAN36CE509JEFFERSON ST: UNDERCROSSING - UC 5-2, PLANARCHITECTURAL - PLANS37AS500ARCHITECTURAL NOTES AND LEGEND38AS510LA QUINTA PROMONTORY: ACCESS POINT - A 5-1, SITE PLAN39AS511LA QUINTA PROMONTORY: ACCESS POINT - A 5-1, PLAN40AS512LA QUINTA PROMONTORY: ACCESS POINT - A 5-1, PLAN41AS513LA QUINTA PROMONTORY: ACCESS POINT - A 5-1, PLAN42AS514LA QUINTA PROMONTORY: ACCESS POINT - A 5-1, GRADING PLAN43AS515LA QUINTA PROMONTORY: ACCESS POINT - A 5-1, GRADING PLAN44AS516LA QUINTA PROMONTORY: ACCESS POINT - A 5-1, PAVING PLAN45AS517LA QUINTA PROMONTORY: ACCESS POINT - A 5-1, PAVING PLANLANDSCAPE - IRRIGATION46LI500LANDSCAPE IRRIGATION LEGEND47LI510LA QUINTA PROMONTORY: ACCESS POINT - A 5-1, IRRIGATION PLANLANDSCAPE - PLANTING48LP500LANDSCAPE PLANTING LEGEND49LP510LA QUINTA PROMONTORY: ACCESS POINT - A 5-1, PLANTING PLANSTRUCTURAL50S001STRUCTURAL DETAILSELECTRICAL51E500ADAMS ST: UNDERCROSSING - UC 5-1, ELECTRICAL PLAN52E501JEFFERSON ST: UNDERCROSSING - UC 5-2, ELECTRICAL PLAN53E510LA QUINTA PROMONTORY: ACCESS POINT - A 5-1, ELECTRICAL PLAN54ED500ELECTRICAL NOTES55ED510ELECTRICAL DETAILS56ED520ELECTRICAL SCHEDULESUTILITY57WS500WATER SERVICE, DESIGN INTENTDwg filename: C:\Box Sync\15-093 CV Link Engineering\CV Link Team\CAD\Plan Set\05 LQ_PLAN SET\100_General\CVL_V5-101-GI501.dwg Last saved by: oliviaburry-trice Plot date: 6/28/2019 9:36 PM Plotstyle table: CVLINK.ctb
SHEET TITLESHEETOFCOACHELLA VALLEY - CALIFORNIAISSUEMARKDATEDESCRIPTION PROJECT NO:CAD DWG FILE:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SHEET NO.SCALE:MULTI-MODAL TRANSPORTATION FACILITYLine measures 1 inch on full scale drawing, if not 1 inch scale accordingly.INFOPREPARED UNDER THE DIRECT SUPERVISION OF:PRIME CONSULTANTwww.altaplanning.comDATEAPPROVED BY:DATEAPPROVED BY:R.C.E. NO.DATER.C.E. NO.DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertINDEX OF SHEETSCIVIL CONSTRUCTIONGENERAL INFORMATIONCIVIL - PLAN & PROFILECIVIL - DETAILED PLANSSTRUCTURALCP100271-1A TO 1-3: PLAN & PROFILE, STA 1+00 TO 9+50PAGE NUMBERGUIDE TO INDEXNOTES:TITLES SHOWN MAY VARY FROM TITLE ON SHEET, TYPICALLY SHORTENED FOR ADDED CLARITY.SHEET NUMBERCP1011-1A TO 1-3: PLAN & PROFILE, STA 9+50 TO ENDALIGNMENT NAME / LOCATION / DRAWING TITLEDRAWING TYPECENTERLINE STATION RANGE28* INDICATES A SHEET THAT IS NOT INCLUDED WITH THIS SUBMITTALGI501V5-LQ: LA QUINTAINDEX OF SHEETS2015-093CVL_V5-101-GI501SRBDY6.28.2019AS SHOWN44---V O L U M E 5STEVEN B. FRIESONJUN 2022DRAFTARCHITECTURAL - PLANSLANDSCAPE - IRRIGATIONLANDSCAPE - PLANTINGELECTRICALUTILITY
Dwg filename: C:\Box Sync\15-093 CV Link Engineering\CV Link Team\CAD\Plan Set\05 LQ_PLAN SET\100_General\CVL_V5-102-GI510.dwg Last saved by: KirkPaulsen Plot date: 6/28/2019 1:46 PM Plotstyle table: CVLINK.ctb
SHEET TITLESHEETOFCOACHELLA VALLEY - CALIFORNIAISSUEMARKDATEDESCRIPTION PROJECT NO:CAD DWG FILE:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SHEET NO.SCALE:MULTI-MODAL TRANSPORTATION FACILITYLine measures 1 inch on full scale drawing, if not 1 inch scale accordingly.INFOPREPARED UNDER THE DIRECT SUPERVISION OF:PRIME CONSULTANTwww.altaplanning.comDATEAPPROVED BY:DATEAPPROVED BY:R.C.E. NO.DATER.C.E. NO.DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertGI510V5-LQ: LA QUINTAGENERAL NOTES2015-093CVL_V5-102-GI510 SRBDY6.28.2019AS SHOWN44---V O L U M E 5STEVEN B. FRIESONJUN 2022DRAFTHORIZONTAL DATUM OF THE CALIFORNIA STATE PLANE COORDINATESYSTEM ZONE VI (NAD83) AND TO THE NORTH AMERICAN VERTICAL DATUM (NAVD88)SURVEY DATAUNDERGROUND SERVICE ALERTSECTION 4216 & 4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERTIDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE"WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUNDSERVICE ALERT TOLL FREE @ 1-800-422-4133 TWO (2) WORKING DAYSBEFORE YOU DIG. WEB ADDRESS: WWW.DIGALERT.ORGUTILITIES AGENCIESSOUTHERN CALIFORNIA GAS COMPANY(909) 335-7883VERIZON - PALM SPRINGS(760) 778-3603SOUTHERN CALIFORNIA EDISON(760) 202-4229TIME WARNER CABLE(760) 250-6942DESERT WATER AGENCY(760) 323-4971COACHELLA WATER DISTRICT(760) 398-2651PATH DESIGN CRITERIAGENERAL NOTESCRITERIA SHOWN ARE STANDARD REQUIREMENTS, EXISTING SITE CONDITIONSMAY REQUIRE DEVIATIONS FROM THESE STANDARDS, SEE PLANSLANDSCAPE ARCHITECTUREPLANNINGPROJECT MANAGEMENT34200 BOB HOPE DRIVE RANCHO MIRAGE CA 92270TELEPHONE (760) 320-9811 FAX (760) 323-7893LAND SURVEYINGMSA CONSULTING, INC.CIVIL ENGINEERINGPLANNINGwww.altaplanning.comDESIGN TEAMLANDSCAPECIVIL - PATHWAY DESIGN / HYDROLOGYPRIME / CIVIL - PATHWAY DESIGN / ARCHITECTUREARCHITECTUREPATH WIDTH2-WAY PATH1-WAY PATH8 FT5 FTMINIMUMCLEARANCE TO OBSTRUCTIONDESIGN SPEEDDESIGNPOSTED25 MPH20 MPHHORIZONTAL CURVESGRADES - LONGITUDINALDRAINAGEMIN. CROSS-SLOPEMAX CROSS-SLOPE1%2%STANDARDDESIGN, FOR CONSTRUCTIONTOLERANCE5%4.9%GRADES SHALL MEET PEDESTRIAN ACCESSIBILITY GUIDELINES(DIB 82-05 CALIFORNIA DEPARTMENT OF TRANSPORTATION)FINISH GRADES SHALL BE GRADED TO ENSURE POSITIVE DRAINAGECURVE RADII SHALL MEET MINIMUM REQUIREMENTS, WHERE CONSTRAINEDTOPOGRAPHY AND/OR RIGHT-OF-WAY STANDARD CURVE WARNING SIGNS ANDSUPPLEMENTAL PAVEMENT MARKINGS SHALL BE INSTALLEDCUT/FILL SIDESLOPESMAX. SLOPEPREFERRED1.5H:1V3H:1VFOLLOW GEOTECH/SOILS REPORT AND MATCH EXISTING GRADES AS REQUIRED,EXCESSIVE SLOPES MAY REQUIRE SLOPE STABILIZATION OR RETAINING WALLSHVMIN. RADIUS @ 20 MPHMIN. RADIUS @ 25 MPH90 FT160 FTRROADWAY / TRAFFICSTRUCTURESWCV LINK FULL WIDTH14 FTDESIGNHMINIMUMDESIGN8 FT10-12 FTVERTICAL CLEARANCEMINIMUM FROM EDGE OFPATH TO OBSTRUCTION2 FTHORIZONTAL CLEARANCEWMAXIMUM SLOPERAMP, MAX 30-INCH RISEWITHOUT LANDINGSRAMP SLOPE8.3%VERTICAL CURVE REQUIRED WHEREGRADE CHANGE IS MORE THAN 1%SAG/CREST CURVEMIN. LENGTH = 2 x DESIGN SPEEDELECTRICALGEOTECH-PETRA GEOTECHNICAL1.CONTRACTOR SHALL VERIFY ALL UTILITIES, GRADES, EXISTING CONDITIONS AND DIMENSIONS INTHE FIELD PRIOR TO COMMENCING WORK. ALL DISCREPANCIES OR QUESTIONS SHALL BEBROUGHT TO THE ATTENTION OF CVAG CONSTRUCTION MANAGER.2.ALL EXISTING ITEMS TO REMAIN SHALL BE PROTECTED AS REQUIRED. ANY DAMAGED ITEMS SHALLBE FULLY REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE TO THE FULL SATISFACTIONOF THE OWNER.3.ALL WRITTEN DIMENSIONS SUPERCEDE ALL SCALED DISTANCES AND DIMENSIONS. DIMENSIONSSHOWN ARE FROM THE FACE OF THE BUILDING, WALL, BACK OF CURB, EDGE OF WALK PROPERTYLINE, OR CENTERLINE OF OBJECT UNLESS OTHERWISE NOTED ON THE DRAWINGS.4.ALL CURVES AND ALL TRANSITIONS BETWEEN CURVES AND STRAIGHT EDGES SHALL BE SMOOTH.5.STATIONING HERON IS ALONG CONSTRUCTION CENTERLINE UNLESS OTHERWISE SHOWN ORINDICATED.6.EXCAVATION MATERIAL SHALL NOT BE SIDECAST INTO WHITEWATER CHANNEL OR ADJACENTPERCOLATION PONDS. CONTRACTOR TO STOCKPILE OUTSIDE OF ALL CHANNELS AND PONDS.NOTE TO CONTRACTOR: EXISTING UTILITIESTHE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLERECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, ALTA PLANNING + DESIGN (ALTA)CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OFEXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THEEXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM THEIR FAILURE TOLOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSEDCROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICALLOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND ATUNEXPECTED ELEVATIONS OR LOCATIONS, ALTA IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. ALTA WILL MAKE REQUIREDDESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN ANEXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK.ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF ALTA. THE CONTRACTORSHALL NOTIFY ALTA PRIOR TO POTHOLING. IF NECESSARY, ALTA SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGINCONSTRUCTION AFTER REVISIONS ARE APPROVED.ALL PATH CROSS SLOPESSHALL BE 2.0% MAX
Dwg filename: C:\Box Sync\15-093 CV Link Engineering\CV Link Team\CAD\Plan Set\05 LQ_PLAN SET\100_General\CVL_V5-102-GI511.dwg Last saved by: KirkPaulsen Plot date: 6/28/2019 1:47 PM Plotstyle table: CVLINK.ctb
SHEET TITLESHEETOFCOACHELLA VALLEY - CALIFORNIAISSUEMARKDATEDESCRIPTION PROJECT NO:CAD DWG FILE:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SHEET NO.SCALE:MULTI-MODAL TRANSPORTATION FACILITYLine measures 1 inch on full scale drawing, if not 1 inch scale accordingly.INFOPREPARED UNDER THE DIRECT SUPERVISION OF:PRIME CONSULTANTwww.altaplanning.comDATEAPPROVED BY:DATEAPPROVED BY:R.C.E. NO.DATER.C.E. NO.DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertGI511V5-LQ: LA QUINTALEGENDABBREVIATIONSAND NOTES2015-093CVL_V5-102-GI511 SRBDY6.28.2019AS SHOWN44---V O L U M E 5STEVEN B. FRIESONJUN 2022DRAFTEXISTINGBUILDINGPOOLTREEPALMSAGUARO CACTUSTRAFFIC SIGNAL POSTSTREET LIGHTUTILITY POLEFIRE HYDRANTMANHOLESIGNSIGN - DOUBLE POSTSIGN - ENTRY/BILLBOARDFLAG POLEPONDWALLGUARDRAILSOLAR PANELCONCRETE PAVINGDENSE TREE AREA#KEY NOTECURB / CURB & GUTTERLEVEE SLOPE PROTECTIONSIDEWALK5-FT CONTOUR1-FT CONTOURPERMANENT EASEMENTPROPERTY LINERIGHT-OF-WAYCITY BOUNDARYRIP RAPUTILITY VAULTGATEFENCEDRIVEWAYCANOPYSTORM HEADWALLNAMERS 98/17-23BBARRIERFFENCERRAILINGCCURBCODE:SSLOPE PROTECTIONWWALLSTREET CENTERLINERAMON RDPM 181/50-53APN 123-456-789OWNER NAMESTREET NAMEPARCEL MAPASSESSOR'S PARCELNUMBER & OWNERNAMEPLACE NAMECHANNEL NAMECENTERLINEDENSE VEGETATIONGUY WIREOEOVERHEAD ELECTRICPENORTH ARROWLEGENDVOLUME NUMBER1ABBREVIATIONSPROPOSEDA.B.C. AGGREGATE BASE COURSEACASPHALT CONCRETEASPH ASPHALT CONCRETE PAVEMENTB.B.C.BITUMINOUS BASE COURSEBCBEGIN CURVEBCRBEGIN CURB RETURNBLDGBUILDINGBPBEGINNING PROJECT (ALIGNMENT)BTMBOTTOMCBCATCH BASINC&GCURB AND GUTTERCIPCAST-IN-PLACEC/L, CLCENTER LINECOCLEANOUTCONCCONCRETECONDTSCONDUITSCONTCONTINUOUSCR-GUTCROSS GUTTERDDELTADEMODEMOLITIONDETDETAILDIADIAMETERD/WDRIVEWAYDWGDRAWING(E)EXISTINGEACEDGE OF ASPHALTEBEASTBOUNDECEND CURVEECREND CURB RETURNEGEXISTING GRADEELELECTRICELEVELEVATIONEOCEDGE OF CONCRETEEP, EOPEND OF PROJECT (ALIGNMENT)EDGE OF PAVEMENTEPBELECTRIC PULL BOXEQ.EQUALETWEDGE OF TRAVEL WAYEVLTELECTRIC VAULTEWEACH WAYFGFINISH GRADEFHFIRE HYDRANTFLFLOW LINEFNDFOUNDFSFINISH SURFACEGBGRADE BREAKGVGAS VALVEGRNDGROUNDHH-MM-SSHOUR, MINUTES, SECONDS (ANGLE)HMACHOT MIX ASPHALT CONCRETEHPHIGH POINTIEINVERT ELEVATIONJJUNCTIONLLEFT, LENGTHLFLINEAL FOOT/FEETLPLOW POINTLTLEFTMAXMAXIMUMMINMINIMUMMHMANHOLEMWMONITORING WELLNICNOT IN CONTRACTOCON CENTERPCCPORTLAND CEMENT CONCRETEPCCPPORTLAND CEMENTCONCRETE PAVEMENTPPPOWER POLEPTPOINTRRIGHT, RADIUSRSPROCK-LINED SLOPE PROTECTIONRTRIGHTSSLOPESDSTORM DRAINSFSQUARE FOOTSHTSHEETSTASTATIONS/WSIDEWALKTBDTO BE DETERMINEDTBVTO BE VERIFIEDTELVLTTELEPHONE VAULTTYPTYPICALUC, U/CUNDERCROSSINGUVLTUTILITY VAULTWBWESTBOUNDw/WITHØ or DIADIAMETER410PATHBUFFERBUFFERPEDC/L1SEC A1
CUT/FILL TO EG
32772W361CUT/FILL TO EG SECTION ASSEMBLY CALLOUTCODES SEE BELOWSECTION ASSEMBLY CODESCROSS SLOPE (DOWN)PEDESTRIAN PATH WIDTHHOW TO MATCHEXISTING CONDITIONSREFERENCE TO TYPICAL SECTIONSEE CX SHEETSSECTION ASSEMBLYCALLOUT CODE FROMPLAN SHEETCENTERLINE, SEE PLANADDITIONAL BUFFER WIDTHSHOULDER WIDTHOUTER EDGE OFFSET WIDTHLANE WIDTHBUFFER INCLUDES SHOULDERCV LINK PATHCODE:#SECTION ASSEMBLY NUMBERBBRIDGE BEGIN/ENDPACCESS POINT PLAZATTRANSITION OR TEE INTERSECTIONXBEGIN/END OF ALIGNMENT OR SEGMENT, AND/OR INTERSECTIONSECTION ASSEMBLY CALLOUT GUIDENOTES:1.NOT ALL COMPONENTS MAY BE INCLUDED IN AN ASSEMBLY.2.TRANSITIONS MAY BE REQUIRED BETWEEN ADJOININGSECTIONS WHETHER SHOWN OR NOT.PEDESTRIAN PATHDECOMPOSED GRANITEABBREVIATIONSPROJECT SPECIFICCCWWBPCATHEDRAL CITY WHITEWATER BIKE PATHCV LINKCOACHELLA VALLEY MULTI-USE PATHNEVNEIGHBORHOOD ELECTRIC VEHICLEWWRCWHITEWATER RIVER CHANNELABBREVIATIONSVERTICAL CURVESBVCEBEGINNING VERTICAL CURVE ELEVATIONBVCSBEGINNING VERTICAL CURVE STATIONEVCEEND VERTICAL CURVE ELEVATIONEVCSEND VERTICAL CURVE STATIONKRATE OF CURVATURELVCLENGTH OF VERTICAL CURVEPVIPOINT OF VERTICAL INTERSECTIONSEE QUICK GLANCE PATH DIMENSIONSAND FEATURES IN SECTION ASSEMBLYON SIDE OF SHEETABBREVIATIONSHORIZONTAL CURVESPCPOINT OF CURVATUREPIPOINT OF INTERSECTIONPCCPOINT OF COMPOUND CURVEPCRPOINT OF REVERSE CURVEPTPOINT OF TANGENCYJ-1A88888CVWD DWG NO.EXISTING SLOPE PROTECTION1-EXISTING SLOPE PROTECTIONAS-BUILT DWG REFERENCEINTERSECTION / JUNCTION1-FT CONTOURDETAIL / PARTIAL PLAN CALLOUT5-FT CONTOURRAILINGFLEXIBLE PAVEMENTGEOWEBCPSCITY OF PALM SPRINGSCVWDCOACHELLA VALLEY WATER DISTRICTRCFC RIVERSIDE COUNTY FLOOD CONTROL& WCDAND WATER CONTROL DISTRICTU.P.R.RUNION PACIFIC RAILROADABBREVIATIONSAGENCY410DETAIL INDENTIFICATION NUMBERSHEET WHERE DETAIL IS DRAWN (DASH INDICATES ON SAME SHEET)X1SECTION ASSEMBLY GUIDEIDVOLUME NUMBER
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SHEET TITLESHEETOFCOACHELLA VALLEY - CALIFORNIAISSUEMARKDATEDESCRIPTION PROJECT NO:CAD DWG FILE:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SHEET NO.SCALE:MULTI-MODAL TRANSPORTATION FACILITYLine measures 1 inch on full scale drawing, if not 1 inch scale accordingly.INFOPREPARED UNDER THE DIRECT SUPERVISION OF:PRIME CONSULTANTwww.altaplanning.comDATEAPPROVED BY:DATEAPPROVED BY:R.C.E. NO.DATER.C.E. NO.DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertSCALEPLAN SCALEMILES01211/2MAPSCALE: 1 INCH = 1 MILEDINAH SHORECHANNEL123LEGENDVOLUMENUMBERACCESS POINTALIGNMENTCITYCATHEDRALALIGNMENT NOT INCLUDEDIN PLAN SET (BY OTHERS)FUTURE ALIGNMENTCITY BOUNDARYA765F4FFUTUREFUTUREVICINITY MAPNO SCALEGI520RIVERSIDE COUNTYV5-LQ: LA QUINTAPROJECT MAPOVERVIEW2015-093CVL_V5-103-GI520 SRBDY6.28.2019AS SHOWN44---V O L U M E 5STEVEN B. FRIESONJUN 2022DRAFT1WHITEWATER
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)(TENNIS GARDEN EAST)LAPOINTHAPPYJEFFERSONRETAIL CENTERA 5-1UC 5-1CL 49-11aCL 49-8a to 50-1CL 49-8a to 50-1COACHELLA CANAL111MOUNTAIN COVE DRCHANNELCANYONDEEP FUTUREUC 5-2LALA QUINTA
INDIOFUTURE
AAJ-5AJ-5BJ-5CJ-5FJ-5GCL 49-11a Access RampCL 47-4a to 49-6aCL 47-4a to 49-6aCL 48-6aCL 48-8aCL 47-6aCCCATHEDRAL CITYCOCOACHELLADHDESERT HOT SPRINGSININDIOIWINDIAN WELLSLQLA QUINTAPDPALM DESERTPSPALM SPRINGSRMRANCHO MIRAGEDHCCRMPSPDIWLQINCOACCESS POINTDwg filename: C:\Box Sync\CV Link Team\CAD\Plan Set\05 LQ_PLAN SET\100_General\CVL_V5-103-GI521.dwg Last saved by: sachabarkhuff Plot date: 6/28/2019 7:20 PM Plotstyle table: CVLINK.ctb
SHEET TITLESHEETOFCOACHELLA VALLEY - CALIFORNIAISSUEMARKDATEDESCRIPTION PROJECT NO:CAD DWG FILE:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SHEET NO.SCALE:MULTI-MODAL TRANSPORTATION FACILITYLine measures 1 inch on full scale drawing, if not 1 inch scale accordingly.INFOPREPARED UNDER THE DIRECT SUPERVISION OF:PRIME CONSULTANTwww.altaplanning.comDATEAPPROVED BY:DATEAPPROVED BY:R.C.E. NO.DATER.C.E. NO.DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertPROJECT PLANSCALE: 1" = 600'SCALEPLAN SCALEFEET06001200600300KEY MAPLEGEND1VOLUMENUMBERFACILITYALIGNMENTCONNECTORCL XX to XXNAME[NOT IN CONTRACT](NAME)A 1-1ID NO.ALIGNMENT NOT INCLUDEDIN PLAN SET (BY OTHERS)CITY BOUNDARYUNDERCROSSING /CHANNEL RAMPUC 1-1 / CR 1-1ACCESS POINTATYPEBRIDGEBR-1HYDRATIONRESTROOMAMENITYPATH JUNCTIONorJ-1A(E)EXISTINGBPKG =BRIDGEPACKAGECROSSINGCW-1ANAMESTARTENDDESCRIPTIONL (ft)SHTCL 47-6aWASHINGTON STCV LINKCONNECTOR 291CP500CL 47-4a to 49-6aJ-5ADUNE PALMS RDRT BANK OF WW CHANNEL5646CP501CL 48-6aJ-5BW SIDE OF ADAMS STCONNECTOR257CP508CL 48-8aE SIDE OF ADAMS STJ-5CCONNECTOR198CP509CL 49-8a to 50-1WEST OF DUNE PALMS RDLA QUINTA PROMONTORYRT BANK OF WW CHANNEL3,647CP510CL 49-11aE SIDE OF JEFFERSON STJ-5FCONNECTOR279CP515CL 49-11a ACCESSRAMPJ-5GCHANNEL BTMMAINTENANCE RAMP 218CP516ALIGNMENTUNDERCROSSINGIDNAMESHTUC 5-1ADAMS STCE508UC 5-2JEFFERSON STCE509IDNAMESHTA 5-1LA QUNITA PROMONTORYAS510JUNCTIONIDNAMESHTJ-5AWASHINGTON STCE501J-5BADAMS ST - WESTCE503J-5CADAMS ST - EASTCE505J-5FEAST OF JEFFERSON STCE507J-5GCHANNEL ACCESS RAMPCE507STEVEN B. FRIESONJUN 2022DRAFTSTEVEN B. FRIESONJUN 2022DRAFTSTEVEN B. FRIESONJUN 2022DRAFTGI521INDIO & LA QUINTA / RIVERSIDE COUNTYV5-LQ: LA QUINTAPROJECT PLANLA QUINTA2015-093CVL_V5-103-GI521SRBDY6.28.2019AS SHOWN44---V O L U M E 5STEVEN B. FRIESONJUN 2022DRAFT
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SHEET TITLESHEETOFCOACHELLA VALLEY - CALIFORNIAISSUEMARKDATEDESCRIPTION PROJECT NO:CAD DWG FILE:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SHEET NO.SCALE:MULTI-MODAL TRANSPORTATION FACILITYLine measures 1 inch on full scale drawing, if not 1 inch scale accordingly.INFOPREPARED UNDER THE DIRECT SUPERVISION OF:PRIME CONSULTANTwww.altaplanning.comDATEAPPROVED BY:DATEAPPROVED BY:R.C.E. NO.DATER.C.E. NO.DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertPLANSCALE: 1" = 100'MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT
MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT
PLANSCALE: 1" = 100'PLANSCALE: 1" = 100'CL 49-6ACL 47-4A ACCESS RAMPLEGENDGENERAL SHEET NOTES1.POST PLACEMENT AND SIGN ORIENTATIONSHALL BE FIELD ADJUSTED AS REQUIRED TOMAXIMIZE VISIBILITY AND MINIMIZECONFLICTS.2.SIGNS SHALL BE INSTALLED PER TYPICALPLACEMENT DETAIL.3.SEE SIGN SCHEDULE FOR ADDITIONALINFORMATION.R1-0110SIGN CALLOUTSIGN FACE READABILITYFACING ONCOMING TRAVELERSAPPROX LOCATION (FIELD ADJUST)TYPE, SEE BELOWREGULATORY SIGN TYPESSSTOP10SPEED LIMITDIRECTIONALSIGN20XDO NOT ENTERCCURVE (L&R)LCLOW CLEARANCE1XXWAYFINDING SIGN TYPESDestination 3Destination 2Destination 10.525mimimiDKIIDENTITYMONUMENTKIOSKMAP AND INTERPRETIVESTREET NAMEUFFLASH FLOODAREAFLASHFLOODAREAMILE MARKERCITY BOUNDARYBMPAVEMENT MARKING TYPES88
MILECATHEDRALCITYDIRECTIONALARROW MARKERAPACKAGE CODE:VOLUME NUMBERSIGN IDUNDERCROSSINGTREATMENTR = REGULATORYD = DIRECTIONAL SIGNK = KIOSKM = MILE MARKERB = CITY BOUNDARYA = DIRECTIONAL ARROW MARKERI = IDENTITY MONUMENTU = UNDERCROSSING TREATMENTCL 48-6ACL 48-8AR5-01SDD5-04D5-03D20R5-06R5-05S10R5-075R5-16D5-08DDD5-0710R5-15R5-1420BARRICADE, SEE CIVILR5-17D5-01DXR5-03U5-02UU5-01UR5-12FR5-11FU5-04UU5-03UR5-0920R5-0810DD5-05STEVEN B. FRIESONJUN 2022DRAFTSTEVEN B. FRIESONJUN 2022DRAFTSTEVEN B. FRIESONJUN 2022DRAFTA5-01AA5-02AM5-01M SEE RS501DUNE PALMS RD BRIDGE ANDUNDERCROSSING BY OTHERSI5-01II5-02ID5-06DRS500LA QUINTA / RIVERSIDE COUNTYV9: WAYFINDING & SIGNAGELA QUINTASIGN PLACEMENTPLAN2015-093CVL_V9-200-RS500CBSRBSBF6.28.2019AS SHOWNV O L U M E 9STEVEN B. FRIESONJUN 2022DRAFTSEE RS405CL 47-4AFR5-02FR5-04D5-02DR5-10GR5-13GSTEEPGRADESTEEPGRADE
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"CL 49-8a to 50-1" 31+62.32= "CL 49-11a" 3+78.27"CL 49-8a to 50-1" 31+82.44= "CL 49-11a Access Ramp" 1+00.00J-7J-83+182+003+001+00 2+003+00Dwg filename: C:\Box Sync\CV Link Team\CAD\Plan Set\09 WAYFINDING_PLAN SET\01 PLANS\CVL_V9-200-RS501.dwg Last saved by: christob Plot date: 6/28/2019 3:33 PM Plotstyle table: CVLINK.ctb
MATCHLINE - SEE BELOW LEFTSHEET TITLESHEETOFCOACHELLA VALLEY - CALIFORNIAISSUEMARKDATEDESCRIPTION PROJECT NO:CAD DWG FILE:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SHEET NO.SCALE:MULTI-MODAL TRANSPORTATION FACILITYLine measures 1 inch on full scale drawing, if not 1 inch scale accordingly.INFOPREPARED UNDER THE DIRECT SUPERVISION OF:PRIME CONSULTANTwww.altaplanning.comDATEAPPROVED BY:DATEAPPROVED BY:R.C.E. NO.DATER.C.E. NO.DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertPLANSCALE: 1" = 100'MATCHLINE - SEE ABOVE RIGHTPLANSCALE: 1" = 100'LEGENDGENERAL SHEET NOTES1.POST PLACEMENT AND SIGN ORIENTATIONSHALL BE FIELD ADJUSTED AS REQUIRED TOMAXIMIZE VISIBILITY AND MINIMIZECONFLICTS.2.SIGNS SHALL BE INSTALLED PER TYPICALPLACEMENT DETAIL.3.SEE SIGN SCHEDULE FOR ADDITIONALINFORMATION.R1-0110SIGN CALLOUTSIGN FACE READABILITYFACING ONCOMING TRAVELERSAPPROX LOCATION (FIELD ADJUST)TYPE, SEE BELOWREGULATORY SIGN TYPESSSTOP10SPEED LIMITDIRECTIONALSIGN20XDO NOT ENTERCCURVE (L&R)LCLOW CLEARANCE1XXWAYFINDING SIGN TYPESDestination 3Destination 2Destination 10.525mimimiDKIIDENTITYMONUMENTKIOSKMAP AND INTERPRETIVESTREET NAMEUFFLASH FLOODAREAFLASHFLOODAREAMILE MARKERCITY BOUNDARYBMPAVEMENT MARKING TYPES88
MILECATHEDRALCITYDIRECTIONALARROW MARKERAPACKAGE CODE:VOLUME NUMBERSIGN IDUNDERCROSSINGTREATMENTR = REGULATORYD = DIRECTIONAL SIGNK = KIOSKM = MILE MARKERB = CITY BOUNDARYA = DIRECTIONAL ARROW MARKERI = IDENTITY MONUMENTU = UNDERCROSSING TREATMENTFR5-22D5-10DD5-09D20R5-18FR5-19R5-2120R5-2010DD5-11XR5-24FR5-2310R5-25U5-06UU5-05USTEVEN B. FRIESONJUN 2022DRAFTSTEVEN B. FRIESONJUN 2022DRAFTSTEVEN B. FRIESONJUN 2022DRAFTM5-02MSEE RS500A5-03AA5-04AI5-03IKK5-01II5-04IN
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ASTEVEN B. FRIESONJUN 2022DRAFTCL 49-8A to 50-1SEE RS600
RS501LA QUINTA / RIVERSIDE COUNTYV9: WAYFINDING & SIGNAGELA QUINTASIGN PLACEMENTPLAN2015-093CVL_V9-200-RS501CBSRBSBF6.28.2019AS SHOWNV O L U M E 9STEVEN B. FRIESONJUN 2022DRAFT
JEFFERSON ST BRIDGE - EASTBOUND1TO COLUMNEXTENTJEFFERSON ST BRIDGE - WESTBOUND220'JEFFERSON ST BRIDGE - UNDERSIDE320'PHOTO CUT OFF - SEEEASTBOUND FOR LENGTHOF ROADWAY SIGNSTREET NAMETREATMENTCOLUMN TREATMENTSTREET NAMETREATMENTTYPICAL PANELLAYOUTCOLUMN TREATMENTTYPICAL PANEL LAYOUTCOLUMN TREATMENTTO ABUTMENTSTREET NAMETREATMENTTO COLUMNEXTENTTO ABUTMENTTO COLUMNEXTENTTYPICAL PANELLAYOUTCOLUMNTREATMENTCOLUMNTREATMENTTYPICAL PANELLAYOUTSTREET NAMETREATMENTMILES AVE BRIDGE - EASTBOUND4MILES AVE BRIDGE - WESTBOUND5PAINT SLOPE PAVING TOMATCH COLOR ANDEXTENTS OF EASTBOUNDSTREET NAME TREATMENT.EXTENTS OF SLOPE PAVINGTREATMENT TO MATCHSTREET NAME TREATMENT.SHEET TITLESHEETOFCOACHELLA VALLEY - CALIFORNIAISSUEMARKDATEDESCRIPTION PROJECT NO:CAD DWG FILE:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SHEET NO.SCALE:MULTI-MODAL TRANSPORTATION FACILITYLine measures 1 inch on full scale drawing, if not 1 inch scale accordingly.INFOPREPARED UNDER THE DIRECT SUPERVISION OF:PRIME CONSULTANTwww.altaplanning.comDATEAPPROVED BY:DATEAPPROVED BY:R.C.E. NO.DATER.C.E. NO.DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertDwg filename: C:\Box Sync\CV Link Team\CAD\Plan Set\09 WAYFINDING_PLAN SET\01 PLANS\CVL_V9-200-UC103.dwg Last saved by: chloeweigle Plot date: 6/28/2019 5:41 PM Plotstyle table: CVLINK.ctb
SHEET TITLESHEETOFCOACHELLA VALLEY - CALIFORNIAISSUEMARKDATEDESCRIPTION PROJECT NO:CAD DWG FILE:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SHEET NO.SCALE:MULTI-MODAL TRANSPORTATION FACILITYLine measures 1 inch on full scale drawing, if not 1 inch scale accordingly.INFOPREPARED UNDER THE DIRECT SUPERVISION OF:PRIME CONSULTANTwww.altaplanning.comDATEAPPROVED BY:DATEAPPROVED BY:R.C.E. NO.DATER.C.E. NO.DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertGENERAL SHEET NOTES1.THE PURPOSE OF THESE DRAWINGS IS TOILLUSTRATE DESIGN INTENT. DRAWINGS ARENOT FOR CONSTRUCTION. WRITTENDIMENSIONS ON THESE DRAWINGS HAVEPRECEDENCE OVER SCALED DIMENSIONS.THERE IS NO SCALE TO THESE DRAWINGS.2.THE FURTHER DEVELOPMENT ANDENGINEERING OF THESE DRAWINGS SHALLBE SUBMITTED AS SHOP DRAWINGS TO THEPROJECT OWNER OR OWNER’SAGENT. CONTRACTORS SHALL VERIFY ANDBE RESPONSIBLE FOR ALL FINAL QUALITY,DIMENSIONS, MATERIALS AND CONDITIONSON THE JOB.3.PROJECT OWNER OR OWNER’S AGENTSHALL BE NOTIFIED OF ANY VARIATIONSFROM THE DIMENSIONS AND CONDITIONSSHOWN BY THESE DRAWINGS PRIOR TO THEEXECUTION OF ANY WORK, INCLUDINGCHANGES TO GRAPHIC DESIGNS ORTYPOGRAPHY.4.UNDERCROSSING TREATMENTS SHALL BEAPPLIED TO BRIDGES CURRENTLY UNDERCONSTRUCTION, INCLUDING, BUT NOTLIMITED, TO VISTA CHINO, DUNE PALMSROAD, AVENUE 44, AND AVENUE 50.5.SEE WAYFINDING DESIGN INTENT PACKAGESHEETS 18 &19 FOR FURTHER INFORMATIONUC103LA QUNITA/RIVERSIDE COUNTYV9: WAYFINDING & SIGNAGEJEFFERSON ST ANDMILES AVEUNDERCROSSING SIGNAGE2015-093CVL_V9-200-UC103CBCWSBF6.28.2019AS SHOWNV O L U M E 9STEVEN B. FRIESONJUN 2022DRAFT
Alta Planning + Design35935 Mission Hills DriveRancho Mirage, CA 92270Ph: 760.851.0050June 2019The purpose of these drawings is to illustrate design intent. The drawings are not forconstruction. Written dimensions on these drawings have precedence over scaled dimensions.The further development and engineering of these drawings shall be submitted as shopdrawings to the Project Owner or Representative. Contractors shall verify and be responsiblefor all final quality, dimensions, materials and conditions on the job.The Project Owner or Owner's Agent shall be notified of any variations from the dimensions andconditions shown by these drawings prior to the execution of any work, including changes tographic designs or typography.The drawing scale shown on the plans is for full size plans only. Alta shall not be responsiblefor scale discrepancies caused by reduced or enlarged drawings.DESIGNCoachella Valley Assoc of Governments73-710 Fred Waring Drive, Ste 200Palm Desert, CA 92260Contact: LeGrand ValezPh: 760.346.1127Direction Arrow Marker - OrangeDirection Arrow Marker - BlueDirectional Sign PanelsDirectional Sign Mounting DetailUndercrossing TreatmentsUndercrossing DetailsSign/Monument Installation DiagramsPavement Marker Installation Diagrams1112131415161718DRAWINGSINTENTCV LinkWayfinding100%TABLE OF CONTENTSGraphic StandardsSystem OverviewDouble Sided Small Identity MonumentLarge Identity MonumentMap Kiosk - OrangeMap Kiosk - BlueInterpretive Kiosk - OrangeInterpretive Kiosk - BlueMile and Boundary Pavement Markers2345678910
Typical Path ArrowPedestrianNEVSingle Tone LogoTypical On-Street ArrowTwo Tone LogoBicycleMap IconsContractor is responsible formatching all colors and materialsas specified and is required toprovide color and material sampleto the Project Owner for approval.All painted surfaces shall receiveUV and Anti-Graffitti coating. Allretroreflective material shall receiveUV/Anti-Graffiti overlaminate, orowner approved equal.No substitute typefaces will beaccepted. Set kerning tracks tovisually approximate sign drawings.Kerning shown may vary fromexact kerning used to create signdrawings. Refer to specificapplications for type sizes andleading requirements.MATERIALS PALETTEContractor shall be responsible for supplying samples for all colors and materials within the palette.White - ReflectiveLight GrayDark GrayWhiteColor:3M 3930 High Intensity RetroreflectiveMaterials:TYPOGRAPHYFabricator is responsible for acquiring project related fonts.Highway GothicARTWORKAll artwork illustrated on this page shall be provided by Project Owner as electronic vector art.Pantone Premium Metallic 10395 CMatthews PaintWhiteWhitePantone Premium Metallic 10102 CMatthews PaintGraphic Standards2CV Link WayfindingCoachella Valley Associationof Governments·These drawings are intended to illustratedesign intent only and are not forconstruction. All final engineering and siteconditions of the project are theresponsibility of the fabricator. Shopdrawings by the fabricator must besubmitted for approval, prior to proceedingwith fabrication.·The quality of fit and finish on the finalproduct must meet or exceed therequirements of these design intentdocuments. Any variations to design,materials, or fabrication methods must beapproved by the Owner or Representive.·Welds: All welds shall be ground smoothand painted.·Hardware: All exposed hardware shall betamper proof fasteners.·All exposed edges shall be painted tomatch adjacent face.·Colors shown are for reference only andare subject to the limitations of the printingprocess. Refer to referenced color systemscontained within these drawings for actualspecifications.·Scaled examples shown are for referenceonly, and do not necessarily reflect actualsite conditions. Detailed site surveys arerequired prior to fabrication and installation.·Messages shown in these drawings are forgeneral reference only. Refer to messageschedules for actual required messages.GENERAL NOTESPROJECTCLIENTSHEET NUMBERDOCUMENT ISSUESHEET TITLEAlta Planning + Design
35935 Mission Hills DriveRancho Mirage, CA 92270ph: 760.851.0050Aa Bb Cc Dd Ee Ff Gg Hh Ii Jj Kk Ll Mm Nn Oo Pp Qq Rr Ss Tt Uu Vv Ww Xx Yy Zz 1234567890WrLGDGWBlackBkProcess:Surface painted, with MatthewsPolyurethane Clear Coat ProtectantSurface painted, with MatthewsPolyurethane Clear Coat ProtectantSurface painted, with MatthewsPolyurethane Clear Coat ProtectantMatthews PaintOrangeMatthews PaintOSurface painted, with MatthewsPolyurethane Clear Coat ProtectantPantone 172CBluePantone 297CBMatthews PaintSurface painted, with MatthewsPolyurethane Clear Coat ProtectantConcreteNeutra Text BoldAa Bb Cc Dd Ee Ff Gg Hh Ii Jj Kk Ll Mm Nn Oo Pp Qq Rr Ss Tt Uu Vv Ww Xx Yy Zz 1234567890ConcreteC
MAPKIOSKSMALL IDENTITYMONUMENTS I G N SINTERPRETIVEKIOSKDIRECTIONAL/CONFIRMATIONSIGNLARGE IDENTITYMONUMENTARROW MARKERP A V E M E N T M A R K I N G SDestination 3Destination 2Destination 1MILE MARKERCITY BOUNDARY MARKER88MILECATHEDRALCITYINTERPRETIVE PANEL42" W x 36" HSTREET NAMEUNDERCROSSING DETAILSLA QUINTAPROMONTORYCV LINK PATHRIVER CHANNELACCESS POINTPOINT OF INTERESTMILESSystem Overview3CV Link WayfindingCoachella Valley Associationof Governments·These drawings are intended to illustratedesign intent only and are not forconstruction. All final engineering and siteconditions of the project are theresponsibility of the fabricator. Shopdrawings by the fabricator must besubmitted for approval, prior to proceedingwith fabrication.·The quality of fit and finish on the finalproduct must meet or exceed therequirements of these design intentdocuments. Any variations to design,materials, or fabrication methods must beapproved by the Owner or Representive.·Welds: All welds shall be ground smoothand painted.·Hardware: All exposed hardware shall betamper proof fasteners.·All exposed edges shall be painted tomatch adjacent face.·Colors shown are for reference only andare subject to the limitations of the printingprocess. Refer to referenced color systemscontained within these drawings for actualspecifications.·Scaled examples shown are for referenceonly, and do not necessarily reflect actualsite conditions. Detailed site surveys arerequired prior to fabrication and installation.·Messages shown in these drawings are forgeneral reference only. Refer to messageschedules for actual required messages.GENERAL NOTESPROJECTCLIENTSHEET NUMBERDOCUMENT ISSUESHEET TITLEAlta Planning + Design
35935 Mission Hills DriveRancho Mirage, CA 92270ph: 760.851.0050
Left Side Elevation1Scale: 3/4" = 1'-0"Right Side Elevation3Scale: 3/4" = 1'-0"Front Elevation2Scale: 3/4" = 1'-0"Rear Elevation4Scale: 3/4" = 1'-0"3W7'-8"4'-2"2'2'-2"1'-4"1'-4"7'2"2" typ1'1'7'-8"7'R
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°65°WR1'73/4"75°LG1.ALUMINUM SLEEVE & FRAMEMATERIAL: 1/8" thick aluminumFabricated alumimum sheet sign face andback, fully welded and fabricated sides with alledges and corners neatly finishedFRAME: Fabricated aluminum channel internalstructure to engineer's specification. Frame tobe set inside perimeter of sign sleeve2.PUSH THROUGH LETTERSMATERIAL: UV resistant and non-yellowingsolid white acrylic. 3/4" proud of sign face3. MONUMENT BASE 7'-0" L x 1'-4" W x 2'-0" H above gradePlastic or other recycled materialFABRICATION: 1' corner radius.Concrete footing design per engineer'sspecifications. Conceal anchor bolts within signstructure4. JOINT SEALANTJoint sealant per engineer specifications5. PED / BIKE / NEV ICONSSIZE: As shownMATERIAL: Face of letters painted. Artworkto be provided by owner6. COLOR SPECIFICATIONWhere sign face or back is to be viewed bywest or north bound path users, color is to be[ORANGE] or as approved.Where graphic is to be viewed by east or southbound path users, color is to be [BLUE] or asapproved. Sides are to be [WHITE] or as approved7. ACCESS PANELSSIZE: allow for electrical maintenance. Includeaccess on top of sign as required3"6OB2"2"8"126OBDG5LG3"6562'44Double Sided Small Identity Monument4CV Link WayfindingCoachella Valley Associationof Governments·These drawings are intended to illustratedesign intent only and are not forconstruction. All final engineering and siteconditions of the project are theresponsibility of the fabricator. Shopdrawings by the fabricator must besubmitted for approval, prior to proceedingwith fabrication.·The quality of fit and finish on the finalproduct must meet or exceed therequirements of these design intentdocuments. Any variations to design,materials, or fabrication methods must beapproved by the Owner or Representive.·Welds: All welds shall be ground smoothand painted.·Hardware: All exposed hardware shall betamper proof fasteners.·All exposed edges shall be painted tomatch adjacent face.·Colors shown are for reference only andare subject to the limitations of the printingprocess. Refer to referenced color systemscontained within these drawings for actualspecifications.·Scaled examples shown are for referenceonly, and do not necessarily reflect actualsite conditions. Detailed site surveys arerequired prior to fabrication and installation.·Messages shown in these drawings are forgeneral reference only. Refer to messageschedules for actual required messages.GENERAL NOTESPROJECTCLIENTSHEET NUMBERDOCUMENT ISSUESHEET TITLEAlta Planning + Design
35935 Mission Hills DriveRancho Mirage, CA 92270ph: 760.851.0050KEY NOTES
Right Side Elevation2Scale: 1/2" = 1'-0"Front Elevation1Scale: 1/2" = 1'-0"5O1W3C18'5'3'2'1'-6"7"1'-2"2" typ15'-8" max4" typ2"65°3C75°R1'2" notch in concrete, see detail belowNotch Detail3No Scale5O1'-1/2"1/2"Sign panel secureto concrete1.FABRICATED BOX LETTERMATERIAL: 1/8" thick aluminumFabricated alumimum sheet sign face andback, fully welded and fabricated sides with alledges and corners neatly finishedFRAME: Fabricated aluminum channel internalstructure to engineer's specification. Frame tobe set inside perimeter of sign sleeve2.ANCHOR BOLTSper fabricator's specifications3.CONCRETE MONUMENTSIZE: 18'-0" L x 1'-6" W x 2'-0" H above gradeFINISH: smooth finishFABRICATION: standard concrete construction, 1' corner radius.Concrete footing design per engineer's specifications. Conceal anchor bolts withinsign structure4.PED / BIKE / NEV ICONSSIZE: As shownMATERIAL: Face of letters painted. Artworkwork to be provided by owner5.COLOR SPECIFICATIONWhere sign face or back is to be viewed bywest or north bound path users, color is to be[ORANGE] or as approved. Where graphic isto be viewed by east or south bound path users, color is to be [BLUE] or as approved.Sides shall be [WHITE] or as approved2BB10"54OBLarge Identity Monument5CV Link WayfindingCoachella Valley Associationof Governments·These drawings are intended to illustratedesign intent only and are not forconstruction. All final engineering and siteconditions of the project are theresponsibility of the fabricator. Shopdrawings by the fabricator must besubmitted for approval, prior to proceedingwith fabrication.·The quality of fit and finish on the finalproduct must meet or exceed therequirements of these design intentdocuments. Any variations to design,materials, or fabrication methods must beapproved by the Owner or Representive.·Welds: All welds shall be ground smoothand painted.·Hardware: All exposed hardware shall betamper proof fasteners.·All exposed edges shall be painted tomatch adjacent face.·Colors shown are for reference only andare subject to the limitations of the printingprocess. Refer to referenced color systemscontained within these drawings for actualspecifications.·Scaled examples shown are for referenceonly, and do not necessarily reflect actualsite conditions. Detailed site surveys arerequired prior to fabrication and installation.·Messages shown in these drawings are forgeneral reference only. Refer to messageschedules for actual required messages.GENERAL NOTESPROJECTCLIENTSHEET NUMBERDOCUMENT ISSUESHEET TITLEAlta Planning + Design
35935 Mission Hills DriveRancho Mirage, CA 92270ph: 760.851.0050KEY NOTES
Front Elevation2Scale: 3/4" = 1'-0"PowdercoatedaluminumRear Elevation3Scale: 3/4" = 1'-0"Side Elevation1Scale: 3/4" = 1'-0"10"2'7'14"Top panelW1WDG3'-6"R2"R
4
"W25'Type: Neutra Bold;11 1/2" high lettersW1'1 3/4"6"4O1.ALUMINUM SLEEVE & FRAMEMATERIAL: 1/8" thick aluminumFabricated aluminum sheet sign face and back,fully welded and fabricated sides with all edgesand corners neatly finishedFRAME: Fabricated aluminum channel internalstructure to engineer's specification. Frame tobe set inside perimeter of sign sleeve2.GRAPHICS PANELMATERIAL: 1/8" thick aluminumFabricated aluminum sheet sign face and back,fully welded and fabricated sides with all edgesand corners neatly finishedFRAME: Fabricated aluminum channel internalstructure to engineer's specification. Frame tobe set inside perimeter of sign sleeveARTWORK: To be provided by owner3.PED / BIKE / NEV ICONSSIZE: As shownMATERIAL: Icons paintedArtwork to be provided by owner4.COLOR SPECIFICATIONWhere graphic is to be viewed by west ornorth bound path users, color is to be [ORANGE] or as approved.Where graphic is to be viewed by east orsouth bound path users, color is to be[BLUE] or as approved. Sides are to be [WHITE] or as approved5.FOUNDATION AND MOUNTINGFabricator to recommend foundation and mounting45LA QUINTAPROMONTORYCV LINK PATHRIVER CHANNELACCESS POINTPOINT OF INTERESTMILES5"3O1DGMap Kiosk - Orange6CV Link WayfindingCoachella Valley Associationof Governments·These drawings are intended to illustratedesign intent only and are not forconstruction. All final engineering and siteconditions of the project are theresponsibility of the fabricator. Shopdrawings by the fabricator must besubmitted for approval, prior to proceedingwith fabrication.·The quality of fit and finish on the finalproduct must meet or exceed therequirements of these design intentdocuments. Any variations to design,materials, or fabrication methods must beapproved by the Owner or Representive.·Welds: All welds shall be ground smoothand painted.·Hardware: All exposed hardware shall betamper proof fasteners.·All exposed edges shall be painted tomatch adjacent face.·Colors shown are for reference only andare subject to the limitations of the printingprocess. Refer to referenced color systemscontained within these drawings for actualspecifications.·Scaled examples shown are for referenceonly, and do not necessarily reflect actualsite conditions. Detailed site surveys arerequired prior to fabrication and installation.·Messages shown in these drawings are forgeneral reference only. Refer to messageschedules for actual required messages.GENERAL NOTESPROJECTCLIENTSHEET NUMBERDOCUMENT ISSUESHEET TITLEAlta Planning + Design
35935 Mission Hills DriveRancho Mirage, CA 92270ph: 760.851.0050KEY NOTES
Front Elevation2Scale: 3/4" = 1'-0"PowdercoatedaluminumRear Elevation3Scale: 3/4" = 1'-0"Side Elevation1Scale: 3/4" = 1'-0"2'7'114"Top panelWDGWW5'WType: Neutra Bold;11 1/2" high letters6"
10"1'3'-6"R2"4B1.ALUMINUM SLEEVE & FRAMEMATERIAL: 1/8" thick aluminumFabricated aluminum sheet sign face and back,fully welded and fabricated sides with all edgesand corners neatly finishedFRAME: Fabricated aluminum channel internalstructure to engineer's specification. Frame tobe set inside perimeter of sign sleeve2.GRAPHICS PANELMATERIAL: 1/8" thick aluminumFabricated aluminum sheet sign face and back,fully welded and fabricated sides with all edgesand corners neatly finishedFRAME: Fabricated aluminum channel internalstructure to engineer's specification. Frame tobe set inside perimeter of sign sleeveARTWORK: To be provided by owner3.PED / BIKE / NEV ICONSSIZE: As shownMATERIAL: Icons paintedArtwork to be provided by owner4.COLOR SPECIFICATIONWhere graphic is to be viewed by west ornorth bound path users, color is to be [ORANGE] or as approved.Where graphic is to be viewed by east orsouth bound path users, color is to be[BLUE] or as approved. Sides are to be [WHITE] or as approved5.FOUNDATION AND MOUNTINGFabricator to recommend foundation and mounting51DG43OLA QUINTAPROMONTORYCV LINK PATHRIVER CHANNELACCESS POINTPOINT OF INTERESTMILES1 3/4"5"
R
4
"2Map Kiosk - Blue7CV Link WayfindingCoachella Valley Associationof Governments·These drawings are intended to illustratedesign intent only and are not forconstruction. All final engineering and siteconditions of the project are theresponsibility of the fabricator. Shopdrawings by the fabricator must besubmitted for approval, prior to proceedingwith fabrication.·The quality of fit and finish on the finalproduct must meet or exceed therequirements of these design intentdocuments. Any variations to design,materials, or fabrication methods must beapproved by the Owner or Representive.·Welds: All welds shall be ground smoothand painted.·Hardware: All exposed hardware shall betamper proof fasteners.·All exposed edges shall be painted tomatch adjacent face.·Colors shown are for reference only andare subject to the limitations of the printingprocess. Refer to referenced color systemscontained within these drawings for actualspecifications.·Scaled examples shown are for referenceonly, and do not necessarily reflect actualsite conditions. Detailed site surveys arerequired prior to fabrication and installation.·Messages shown in these drawings are forgeneral reference only. Refer to messageschedules for actual required messages.GENERAL NOTESPROJECTCLIENTSHEET NUMBERDOCUMENT ISSUESHEET TITLEAlta Planning + Design
35935 Mission Hills DriveRancho Mirage, CA 92270ph: 760.851.0050KEY NOTES
Side Elevation1Scale: 3/4" = 1'-0"Front Elevation2Scale: 3/4" = 1'-0"Rear Elevation3Scale: 3/4" = 1'-0"4"7'-2"1 1/2"2"4"INTERPRETIVE PANEL42" W x 36" H1W2TOP PANEL DETAIL - FRONT4Otop panelsee above1'-2"R4
"1'-9"5'R2"3WWType: Neutra Bold;11 1/2" high lettersWType: Neutra Bold;4" high letters3'-6"3'3O42 1/4"Top panelW4"
6"1.ALUMINUM SLEEVE & FRAMEMATERIAL: 1/8" thick aluminumFabricated aluminum sheet sign face and back,fully welded and fabricated sides with all edgesand corners neatly finishedFRAME: Fabricated aluminum channel internalstructure to engineer's specification. Frame tobe set inside perimeter of sign sleeve2.GRAPHICS PANELMATERIAL: 1/8" thick aluminumFabricated aluminum sheet sign face and back,fully welded and fabricated sides with all edgesand corners neatly finishedFRAME: Fabricated aluminum channel internalstructure to engineer's specification. Frame tobe set inside perimeter of sign sleeveARTWORK: To be provided by owner3.PED / BIKE / NEV ICONSSIZE: As shownMATERIAL: Icons paintedArtwork to be provided by owner4.COLOR SPECIFICATIONWhere graphic is to be viewed by west ornorth bound path users, color is to be [ORANGE] or as approved.Where graphic is to be viewed by east orsouth bound path users, color is to be[BLUE] or as approved. Sides are to be [WHITE] or as approved5.FOUNDATION AND MOUNTINGFabricator to recommend foundation and mounting51DG1DG11 1/2"3'Interpretive Kiosk - Orange8CV Link WayfindingCoachella Valley Associationof Governments·These drawings are intended to illustratedesign intent only and are not forconstruction. All final engineering and siteconditions of the project are theresponsibility of the fabricator. Shopdrawings by the fabricator must besubmitted for approval, prior to proceedingwith fabrication.·The quality of fit and finish on the finalproduct must meet or exceed therequirements of these design intentdocuments. Any variations to design,materials, or fabrication methods must beapproved by the Owner or Representive.·Welds: All welds shall be ground smoothand painted.·Hardware: All exposed hardware shall betamper proof fasteners.·All exposed edges shall be painted tomatch adjacent face.·Colors shown are for reference only andare subject to the limitations of the printingprocess. Refer to referenced color systemscontained within these drawings for actualspecifications.·Scaled examples shown are for referenceonly, and do not necessarily reflect actualsite conditions. Detailed site surveys arerequired prior to fabrication and installation.·Messages shown in these drawings are forgeneral reference only. Refer to messageschedules for actual required messages.GENERAL NOTESPROJECTCLIENTSHEET NUMBERDOCUMENT ISSUESHEET TITLEAlta Planning + Design
35935 Mission Hills DriveRancho Mirage, CA 92270ph: 760.851.0050KEY NOTES
Side Elevation1Scale: 3/4" = 1'-0"Front Elevation2Scale: 3/4" = 1'-0"Rear Elevation3Scale: 3/4" = 1'-0"4"1 1/2"2"4"INTERPRETIVE PANEL42" W x 36" H1W2TOP PANEL DETAIL - FRONT4Btop panelsee above1DG3B43'1'-2"R4
"1'-9"5'R2"3WWType: Neutra Bold;11 1/2" high lettersWType: Neutra Bold;4" high letters11 1/2"2 1/4"7'-2"
6"1.ALUMINUM SLEEVE & FRAMEMATERIAL: 1/8" thick aluminumFabricated aluminum sheet sign face and back,fully welded and fabricated sides with all edgesand corners neatly finishedFRAME: Fabricated aluminum channel internalstructure to engineer's specification. Frame tobe set inside perimeter of sign sleeve2.GRAPHICS PANELMATERIAL: 1/8" thick aluminumFabricated aluminum sheet sign face and back,fully welded and fabricated sides with all edgesand corners neatly finishedFRAME: Fabricated aluminum channel internalstructure to engineer's specification. Frame tobe set inside perimeter of sign sleeveARTWORK: To be provided by owner3.PED / BIKE / NEV ICONSSIZE: As shownMATERIAL: Icons paintedArtwork to be provided by owner4.COLOR SPECIFICATIONWhere graphic is to be viewed by west ornorth bound path users, color is to be [ORANGE] or as approved.Where graphic is to be viewed by east orsouth bound path users, color is to be[BLUE] or as approved. Sides are to be [WHITE] or as approved5.FOUNDATION AND MOUNTINGFabricator to recommend foundation and mounting51DG3'-6"4"
3'Top panelWInterpretive Kiosk - Blue9CV Link WayfindingCoachella Valley Associationof Governments·These drawings are intended to illustratedesign intent only and are not forconstruction. All final engineering and siteconditions of the project are theresponsibility of the fabricator. Shopdrawings by the fabricator must besubmitted for approval, prior to proceedingwith fabrication.·The quality of fit and finish on the finalproduct must meet or exceed therequirements of these design intentdocuments. Any variations to design,materials, or fabrication methods must beapproved by the Owner or Representive.·Welds: All welds shall be ground smoothand painted.·Hardware: All exposed hardware shall betamper proof fasteners.·All exposed edges shall be painted tomatch adjacent face.·Colors shown are for reference only andare subject to the limitations of the printingprocess. Refer to referenced color systemscontained within these drawings for actualspecifications.·Scaled examples shown are for referenceonly, and do not necessarily reflect actualsite conditions. Detailed site surveys arerequired prior to fabrication and installation.·Messages shown in these drawings are forgeneral reference only. Refer to messageschedules for actual required messages.GENERAL NOTESPROJECTCLIENTSHEET NUMBERDOCUMENT ISSUESHEET TITLEAlta Planning + Design
35935 Mission Hills DriveRancho Mirage, CA 92270ph: 760.851.0050KEY NOTES
1.THERMOPLASTIC GRAPHIC PAVEMENTMARKER "BAND"MATERIAL: thermoplastic. Band graphic,and "MILE" type to bereflective paint2.THERMOPLASTIC GRAPHIC PAVEMENTMARKER "MILE"MATERIAL: thermoplastic. Type to be reflective paint3.COLOR SPECIFICATIONWhere graphic is to be viewed by west or northbound path users, color is to be [ORANGE] oras approved. Where graphic is to be viewed byeast or south bound path users, color is to be[BLUE] or as approvedCLCLOn Pavement Mile Marker1Scale: 3/4" = 1'-0"2'88 1/2PLAN88MILE"BAND" PAVEMENT MARKER"MILE" PAVEMENTMARKER EXAMPLESType: Neutra Bold;6" high lettersType: Neutra Bold;2" high lettersCLCL1DGlocation ofmileage marker overlay5'3CLO883OCLOn Pavement City Boundary2Scale: 3/4" = 1'-0"PLANCATHEDRALCITYB1'-1"8"MILE1"6"CLCL1DG3'-10"3OBCATHEDRALCITY6"8"115°Type: Neutra Bold;4" high lettersCLCOACHELLACL5'ONE LINETWO LINESCL"BAND" PAVEMENT MARKER"NAME" PAVEMENTMARKER EXAMPLES6"8"6"3BOB3BO22location forcity nameCLCL6"1'Mile & Boundary Pavement Markers10CV Link WayfindingCoachella Valley Associationof Governments·These drawings are intended to illustratedesign intent only and are not forconstruction. All final engineering and siteconditions of the project are theresponsibility of the fabricator. Shopdrawings by the fabricator must besubmitted for approval, prior to proceedingwith fabrication.·The quality of fit and finish on the finalproduct must meet or exceed therequirements of these design intentdocuments. Any variations to design,materials, or fabrication methods must beapproved by the Owner or Representive.·Welds: All welds shall be ground smoothand painted.·Hardware: All exposed hardware shall betamper proof fasteners.·All exposed edges shall be painted tomatch adjacent face.·Colors shown are for reference only andare subject to the limitations of the printingprocess. Refer to referenced color systemscontained within these drawings for actualspecifications.·Scaled examples shown are for referenceonly, and do not necessarily reflect actualsite conditions. Detailed site surveys arerequired prior to fabrication and installation.·Messages shown in these drawings are forgeneral reference only. Refer to messageschedules for actual required messages.GENERAL NOTESPROJECTCLIENTSHEET NUMBERDOCUMENT ISSUESHEET TITLEAlta Planning + Design
35935 Mission Hills DriveRancho Mirage, CA 92270ph: 760.851.0050KEY NOTES
Directional Arrow Marker - Right Turn3Scale: 3/4" = 1'-0"Directional Arrow Marker - Left Turn2Scale: 3/4" = 1'-0"Directional Arrow Marker - Forward1Scale: 3/4" = 1'-0"5'-3"9"3'-3 1/2"2" typWr4"1'-6"10 1/4"Wr8"4"4"CL11.THERMOPLASTIC GRAPHIC PAVEMENTMARKERMATERIAL: thermoplasticSIZE: as shown2.COLOR SPECIFICATIONWhere graphic is to be viewed by west ornorth bound path users, color is to be[SATIN ORANGE, PMS 172C] or as approved.Where graphic is to be viewed by east orsouth bound path users, color is to be[SATIN BLUE, PMS 297C] or as approved3.PLACEMENTLocated per Wayfinding Sign Schedule (TBD)7 1/2"2'-5"7 1/2"2'-11 1/2"4"4"7 1/4"2'-5"7 1/4"2'-11 1/2"4"4"2O3DG6'-5 1/2"8 3/4"4 1/2"Direction Arrow Marker - Orange11CV Link WayfindingCoachella Valley Associationof Governments·These drawings are intended to illustratedesign intent only and are not forconstruction. All final engineering and siteconditions of the project are theresponsibility of the fabricator. Shopdrawings by the fabricator must besubmitted for approval, prior to proceedingwith fabrication.·The quality of fit and finish on the finalproduct must meet or exceed therequirements of these design intentdocuments. Any variations to design,materials, or fabrication methods must beapproved by the Owner or Representive.·Welds: All welds shall be ground smoothand painted.·Hardware: All exposed hardware shall betamper proof fasteners.·All exposed edges shall be painted tomatch adjacent face.·Colors shown are for reference only andare subject to the limitations of the printingprocess. Refer to referenced color systemscontained within these drawings for actualspecifications.·Scaled examples shown are for referenceonly, and do not necessarily reflect actualsite conditions. Detailed site surveys arerequired prior to fabrication and installation.·Messages shown in these drawings are forgeneral reference only. Refer to messageschedules for actual required messages.GENERAL NOTESPROJECTCLIENTSHEET NUMBERDOCUMENT ISSUESHEET TITLEAlta Planning + Design
35935 Mission Hills DriveRancho Mirage, CA 92270ph: 760.851.0050KEY NOTES
Directional Arrow Marker - Right Turn3Scale: 3/4" = 1'-0"Directional Arrow Marker - Left Turn2Scale: 3/4" = 1'-0"Directional Arrow Marker - Forward1Scale: 3/4" = 1'-0"5'-3"9"3'-3 1/2"2" typWr4"1'-6"10 1/4"Wr8"4"4"CL17 1/2"2'-5"7 1/2"2'-11 1/2"4"4"7 1/4"2'-5"7 1/4"2'-11 1/2"4"4"2B31.THERMOPLASTIC GRAPHIC PAVEMENTMARKERMATERIAL: thermoplasticSIZE: as shown2.COLOR SPECIFICATIONWhere graphic is to be viewed by west ornorth bound path users, color is to be[SATIN ORANGE, PMS 172C] or as approved.Where graphic is to be viewed by east orsouth bound path users, color is to be[SATIN BLUE, PMS 297C] or as approved3.PLACEMENTLocated per Wayfinding Sign Schedule (TBD)DG6'-5 1/2"8 3/4"4 1/2"Direction Mile Marker - Blue12CV Link WayfindingCoachella Valley Associationof Governments·These drawings are intended to illustratedesign intent only and are not forconstruction. All final engineering and siteconditions of the project are theresponsibility of the fabricator. Shopdrawings by the fabricator must besubmitted for approval, prior to proceedingwith fabrication.·The quality of fit and finish on the finalproduct must meet or exceed therequirements of these design intentdocuments. Any variations to design,materials, or fabrication methods must beapproved by the Owner or Representive.·Welds: All welds shall be ground smoothand painted.·Hardware: All exposed hardware shall betamper proof fasteners.·All exposed edges shall be painted tomatch adjacent face.·Colors shown are for reference only andare subject to the limitations of the printingprocess. Refer to referenced color systemscontained within these drawings for actualspecifications.·Scaled examples shown are for referenceonly, and do not necessarily reflect actualsite conditions. Detailed site surveys arerequired prior to fabrication and installation.·Messages shown in these drawings are forgeneral reference only. Refer to messageschedules for actual required messages.GENERAL NOTESPROJECTCLIENTSHEET NUMBERDOCUMENT ISSUESHEET TITLEAlta Planning + Design
35935 Mission Hills DriveRancho Mirage, CA 92270ph: 760.851.0050KEY NOTES
1.SIGN PANEL - TOPMATERIAL: 1/8" thick aluminumFABRICATION PROCESS: router cutEDGES: routed, finished smoothGRAPHICS/TEXT: screen printedCOATING: UV protectionFASTENER: (2) 5/16" x 2-1/2" SST bolts w/SST washers2.SIGN PANEL - DESTINATION NAMESMATERIAL: 1/8" thick aluminumFABRICATION PROCESS: router cutEDGES: routed, finished smoothGRAPHICS/TEXT: screen printedCOATING: UV protectionFASTENER: (2) 5/16" x 2-1/2" SST bolts w/SST washers3.SIGN PANEL - CUSTOM CONTENTMATERIAL: 1/8" thick aluminumFABRICATION PROCESS: router cutEDGES: routed, finished smoothGRAPHICS/TEXT: screen printedCOATING: UV protectionFASTENER: (2) 5/16" x 2-1/2" SST bolts w/SST washers4.COLOR SPECIFICATIONWhere graphic is to be viewed by west ornorth bound path users, color is to be[SATIN ORANGE, PMS 172C] or as approved.Where graphic is to be viewed by east orsouth bound path users, color is to be[SATIN BLUE, PMS 297C] or as approved5.PED / BIKE/ NEV ICONSSIZE: height as shownCOLOR: whiteMATERIAL: Artwork to be provided by owner6.CV LINK LOGOSIZE: height as shownCOLOR: whiteMATERIAL: Artwork to be provided by owner7.TYPE - DESTINATIONSFONT: Neutra boldSIZE: 2" highCOLOR: white - reflective8.RULE LINESIZE: 1/4" thickMATERIAL: ion face paintedCOLOR:blackDestination 3Destination 2Destination 121'-10"2'-8"1175R1", typ5 mi12 mi0.5 miDGCOMING SOONCOMING SOON7Destination 3Destination 2Destination 15 mi12 mi0.5 mi1OSee sign schedule forsign graphicsCustom content to bedeveloped as required2DG1O3DG1BCustom content to bedeveloped as required3DG1ODecision Sign - Orange1Scale: 3/4" = 1'-0"Destination 3Destination 2Destination 15 mi12 mi0.5 miComing Soon Sign - Orange2Scale: 3/4" = 1'-0"1'-2"8"1'-10"1'6"4"Decision Sign - Orange3Scale: 3/4" = 1'-0"Coming Soon Sign - Orange4Scale: 3/4" = 1'-0"Decision Sign - Detail5Scale: 3/4" = 1'-0"10 1/4"9 1/4"2"4 1/2"2"EQEQ2"3"7Wr8BkWr2DGw/ black outline6W1 1/2"5"1OB4444445Wsee mounting detailsDirectional Sign Panel13CV Link WayfindingCoachella Valley Associationof Governments·These drawings are intended to illustratedesign intent only and are not forconstruction. All final engineering and siteconditions of the project are theresponsibility of the fabricator. Shopdrawings by the fabricator must besubmitted for approval, prior to proceedingwith fabrication.·The quality of fit and finish on the finalproduct must meet or exceed therequirements of these design intentdocuments. Any variations to design,materials, or fabrication methods must beapproved by the Owner or Representive.·Welds: All welds shall be ground smoothand painted.·Hardware: All exposed hardware shall betamper proof fasteners.·All exposed edges shall be painted tomatch adjacent face.·Colors shown are for reference only andare subject to the limitations of the printingprocess. Refer to referenced color systemscontained within these drawings for actualspecifications.·Scaled examples shown are for referenceonly, and do not necessarily reflect actualsite conditions. Detailed site surveys arerequired prior to fabrication and installation.·Messages shown in these drawings are forgeneral reference only. Refer to messageschedules for actual required messages.GENERAL NOTESPROJECTCLIENTSHEET NUMBERDOCUMENT ISSUESHEET TITLEAlta Planning + Design
35935 Mission Hills DriveRancho Mirage, CA 92270ph: 760.851.0050KEY NOTES
Side Elevation2Scale: 3/4" = 1'-0"1.SIGN PANELMATERIAL: 1/8" thick aluminumFABRICATION PROCESS: router cutEDGES: routed, finished smoothGRAPHICS/TEXT: screen printedCOATING: UV protectionFASTENER: (2) 5/16" x 2-1/2" SST bolts w/SST washers2.POSTMATERIAL: 2" Ø steel post, fabricator to engineer wall thickness3.POST ANCHOR2-1/4" drivable anchor per engineer's specifications4.POST CAPMATERIAL: 1/8" thick aluminumFABRICATION PROCESS: fabricatedaluminum sheet top, fully welded andfabricated sides with all edges and cornersneatly finishedFASTENER: mechanically fasten to post5.Z-ANGLE BRACKETMATERIAL: aluminum z-angle bracketFASTENER: fill weld to back of sign panel6.BOLTSTamper-proof thru-bolts, lock washers andnuts; fabricator to determine sizeMATERIAL: stainless steelFront Elevation1Scale: 3/4" = 1'-0"post height 8'-3 1/2"2" Ø1'-10"2'-8"32SignMounting Detail3No Scale6451-513Optionaladditionalsign. SeeRS SheetsOptionaladditionalsign6"2' MINOFFSETFROMPATH7'PATH1OptionaladditionalsignsDirectional Sign Mounting Detail14CV Link WayfindingCoachella Valley Associationof Governments·These drawings are intended to illustratedesign intent only and are not forconstruction. All final engineering and siteconditions of the project are theresponsibility of the fabricator. Shopdrawings by the fabricator must besubmitted for approval, prior to proceedingwith fabrication.·The quality of fit and finish on the finalproduct must meet or exceed therequirements of these design intentdocuments. Any variations to design,materials, or fabrication methods must beapproved by the Owner or Representive.·Welds: All welds shall be ground smoothand painted.·Hardware: All exposed hardware shall betamper proof fasteners.·All exposed edges shall be painted tomatch adjacent face.·Colors shown are for reference only andare subject to the limitations of the printingprocess. Refer to referenced color systemscontained within these drawings for actualspecifications.·Scaled examples shown are for referenceonly, and do not necessarily reflect actualsite conditions. Detailed site surveys arerequired prior to fabrication and installation.·Messages shown in these drawings are forgeneral reference only. Refer to messageschedules for actual required messages.GENERAL NOTESPROJECTCLIENTSHEET NUMBERDOCUMENT ISSUESHEET TITLEAlta Planning + Design
35935 Mission Hills DriveRancho Mirage, CA 92270ph: 760.851.0050KEY NOTES
1.ROADWAY WAYFINDINGTEXT: Font is to be Neutra Bold at 36" height,typ. The text color is to be white. Text is to becentered on the bridge deck slab soffit andaligned with the inner path edge.2.CV LINK LOGOTEXT: The CV Link logo is to be applied to thebridge piers and supports, such that the text isat least 36" in height. The text color is to besingle-toned as white and the separating dashis to be [LIGHT GREY, PMS 10102C]. Thefabricator must account for applying the logoonto bridge piers or columns with a curvedface.3.LIGHTINGSPECIFICATION: Up-lighting for street nametreatment is to be BEGA product 77 462 [WHT]. One fixture is to be placed below thecenter of the text. Where the text length exceeds the luminescence of one light, twomay be placed below the text, evenly spaced,as approved.4.COLOR SPECIFICATIONWhere sign face is to be viewed by west ornorth bound path users, color is to be [SATIN ORANGE, PMS 172C] or as approved.Where graphic is to be viewed by east or southbound path users, color is to be [SATIN BLUE,PMS 297C] or as approved. The backing paintof bridge pier and column wayfinding is tofollow this same guidelines: piers and columnsto the right of the west or northbound side ofthe trail are to be the color of [SATIN ORANGE, PMS 172C] or as approved, andpiers and columns to the right of the east orsouthbound side of the path are to be the colorof [SATIN BLUE, PMS 297C] or as approved.STREET NAME TREATMENT1NO SCALESOLID PIER TREATMENT2NO SCALE5'-0"min3'-0"min CLST NAME3'-0"WESTBOUNDST NAME3'-0"Roadway name -Right-aligned w/ edge of pathCLEASTBOUNDCOLUMN TREATMENT3NO SCALEW varies, seeUC sheets3'-0" MIN, TYP112CL
CL W varies, seeUC sheetsEQ.EQ.
EQ.EQ.4443333W varies, seeUC sheetsW varies, seeUC sheetsSlope and conditionsvaryBridge support columnSlope and conditionsvaryRoadway name -Left-aligned w/ edge of pathBRIDGE DECK SLABBridge support columnPATHPATH2Text - centered on column, facing path432BRIDGE DECK SLABBRIDGE DECK SLABSolid pierbridge supportBRIDGE DECK SLAB4Bridge support columnCV LINK logo - centeredon pier, facing pathCLCL
LC OBOBOBOBUndercrossing Treatments15CV Link WayfindingCoachella Valley Associationof Governments·These drawings are intended to illustratedesign intent only and are not forconstruction. All final engineering and siteconditions of the project are theresponsibility of the fabricator. Shopdrawings by the fabricator must besubmitted for approval, prior to proceedingwith fabrication.·The quality of fit and finish on the finalproduct must meet or exceed therequirements of these design intentdocuments. Any variations to design,materials, or fabrication methods must beapproved by the Owner or Representive.·Welds: All welds shall be ground smoothand painted.·Hardware: All exposed hardware shall betamper proof fasteners.·All exposed edges shall be painted tomatch adjacent face.·Colors shown are for reference only andare subject to the limitations of the printingprocess. Refer to referenced color systemscontained within these drawings for actualspecifications.·Scaled examples shown are for referenceonly, and do not necessarily reflect actualsite conditions. Detailed site surveys arerequired prior to fabrication and installation.·Messages shown in these drawings are forgeneral reference only. Refer to messageschedules for actual required messages.GENERAL NOTESPROJECTCLIENTSHEET NUMBERDOCUMENT ISSUESHEET TITLEAlta Planning + Design
35935 Mission Hills DriveRancho Mirage, CA 92270ph: 760.851.0050KEY NOTES
1. MIRROR TILEMATERIAL: 1/8" thick reflective aluminumplate. Sides fabricated with all edges and corners neatly finished.FASTENING: Tile plate is fastened to centralstem. The method of executing this connectionis at the discretion of the fabricator, permittingthe plate has the ability to swivel up and down,as well as spin freely. Central stem is adheredto acrylic panels with Master Bond EP17HT-LOepoxy, or as approved for high-heat climaticconditions.2. FIXATED PANELSMATERIAL: 1" acrylic sheetsSIZE: 10'x10'COLOR: Panels located from the centerline ofthe path over the west or northbound side ofthe path are to be the color of [SATIN ORANGE, PMS 172C] or as approved. Panelslocated from the centerline of the path over theeast or southbound side of the path are to bethe color of [SATIN BLUE, PMS 297C] or asapproved.FASTENING: Anchor bolts, per fabricator'sspecifications.3. LIGHTINGSPECIFICATION: Ceiling luminaire for undercrossing shall be BEGA product 33 680[WHT] or approved equal. Fixtures shall beplaced as shown on layout plans.4. DECK UNDERSIDE PAINTSPECIFICATION: The underside of the bridgedeck slab shall be painted to match the pathcolor scheme. From the centerline of the pathover the west or northbound side of the path tothe extent of the Street Name Treatment painton the bridge soffit is to be the color of [SATINORANGE, PMS 172C] or as approved. Fromthe centerline of the path over the east or southbound side of the path to the extent ofthe Street Name Treatment paint on the bridgesoffit is to be the color of [SATIN BLUE, PMS297C] or as approved.PLANSECTIONMIRROR TILE1NO SCALESTANDARD 10' X 10' PANELS2NO SCALESIDE APANEL 1PANEL 2SIDE CSIDE D
SIDE G10'-0"10'-0".TYPICAL PANEL LAYOUT PLAN3NO SCALE83'-6"2-1-2"122NOTE:1.Panel arrangements are as viewed looking up at bridge deckfrom path undercrossing2.Layout centerline to be matched to path centerline3.This application shall not be applied to bridges w/ girder decks4.This layout arrangement shall be repeated as necessary sothat tiles meet the extents of the bridge widthWESTBOUND
EASTBOUND12"12"NOTE: Grid overlay fordimensioning direction only6" TYP.CLEQEQ6" TYP.DFCEAGBH ECHBFDGA ECFDHBGA DFA
GCE BHFDG
AEC
HBCED
FBH
AGCEB
HDF
AGFDE
CGA
HBVARIES, SEE UC SHEETS 4433333333Ø11"LED Luminaire orMirror Tile, seePanel Layout Plan11" X 11" Mirror Tile(28-29 per panel)211" X 11" Mirror Tile(14 per panel)LED Luminaireor mirror tilePANEL 1PANEL 1PANEL 2PANEL 2PANEL 1PANEL 2PANEL 2PANEL 2PANEL 1PANEL 1PANEL 1PANEL 2SIDE B
SIDE H
SIDE FSIDE E3-Undercrossing Treatment Details16CV Link WayfindingCoachella Valley Associationof Governments·These drawings are intended to illustratedesign intent only and are not forconstruction. All final engineering and siteconditions of the project are theresponsibility of the fabricator. Shopdrawings by the fabricator must besubmitted for approval, prior to proceedingwith fabrication.·The quality of fit and finish on the finalproduct must meet or exceed therequirements of these design intentdocuments. Any variations to design,materials, or fabrication methods must beapproved by the Owner or Representive.·Welds: All welds shall be ground smoothand painted.·Hardware: All exposed hardware shall betamper proof fasteners.·All exposed edges shall be painted tomatch adjacent face.·Colors shown are for reference only andare subject to the limitations of the printingprocess. Refer to referenced color systemscontained within these drawings for actualspecifications.·Scaled examples shown are for referenceonly, and do not necessarily reflect actualsite conditions. Detailed site surveys arerequired prior to fabrication and installation.·Messages shown in these drawings are forgeneral reference only. Refer to messageschedules for actual required messages.GENERAL NOTESPROJECTCLIENTSHEET NUMBERDOCUMENT ISSUESHEET TITLEAlta Planning + Design
35935 Mission Hills DriveRancho Mirage, CA 92270ph: 760.851.0050KEY NOTES
1.SIGN PLACEMENT APPROVALAll sign placements shall be confirmed byowner's agent prior to installation2.PREFERRED SIGN POST LOCATIONTypical sign placement should be on the sideof the path opposite the stormwater channel3.SPACING BETWEEN SIGNSContractor to verify minimum spacing betweendifferent regulatory or wayfinding sign installations based on estimated path usercomprehension and reaction time to the subsequent sign(s)4.MAP/INTERPRETIVE KIOSK PLACEMENTSee Architectural Site Plans5.XXxLARGE IDENTITY INSTALLATION3NO SCALECV
L
INK
PATHROADWAYSIDEWALK2
'2'FACE ORIENTEDTO ROADWAYSMALL IDENTITY INSTALLATION2NO SCALE18'CV LINK PATHROADWAYSIDEWALK2'2'7'-8"DECISION SIGN INSTALLATION1NO SCALECV LINK
PATH2' MINSTORMWATERCHANNELDOUBLE-SIDEDFACING ROADAND PATHUSERS2'2'7'-8"Concrete Slope Protection
2' MINX3131-4415114Sign and Monument Installation17CV Link WayfindingCoachella Valley Associationof Governments·These drawings are intended to illustratedesign intent only and are not forconstruction. All final engineering and siteconditions of the project are theresponsibility of the fabricator. Shopdrawings by the fabricator must besubmitted for approval, prior to proceedingwith fabrication.·The quality of fit and finish on the finalproduct must meet or exceed therequirements of these design intentdocuments. Any variations to design,materials, or fabrication methods must beapproved by the Owner or Representive.·Welds: All welds shall be ground smoothand painted.·Hardware: All exposed hardware shall betamper proof fasteners.·All exposed edges shall be painted tomatch adjacent face.·Colors shown are for reference only andare subject to the limitations of the printingprocess. Refer to referenced color systemscontained within these drawings for actualspecifications.·Scaled examples shown are for referenceonly, and do not necessarily reflect actualsite conditions. Detailed site surveys arerequired prior to fabrication and installation.·Messages shown in these drawings are forgeneral reference only. Refer to messageschedules for actual required messages.GENERAL NOTESPROJECTCLIENTSHEET NUMBERDOCUMENT ISSUESHEET TITLEAlta Planning + Design
35935 Mission Hills DriveRancho Mirage, CA 92270ph: 760.851.0050KEY NOTES
Directional Arrow Marker Layout1Scale: 3/4" = 1'-0"JOINTJOINTJOINTedge of path
edge of path3 CLEQ3WESTBOUND EASTBOUNDBOEQEQEQMile Pavement Marker Layout2Scale: 1/4" = 1'-0"1.THERMOPLASTIC GRAPHIC PAVEMENTMARKER "BAND"MATERIAL: thermoplastic. Band graphic,and "MILE" type to bereflective paint2.THERMOPLASTIC GRAPHIC PAVEMENTMARKER "MILE"MATERIAL: thermoplastic. Type to be reflective paint3.COLOR SPECIFICATIONWhere graphic is to be viewed by west or northbound path users, color is to be [SATIN ORANGE, PMS 172C] or as approved.Where graphic is to be viewed by east or southbound path users, color is to be [SATIN BLUE,PMS 297C] or as approved2'JOINTJOINTJOINT2'edge of pathedge of path3
Boundary Pavement Marker Layout3Scale: 1/4" = 1'-0"2'JOINTJOINTJOINT2'edge of path
edge of path
33CATHEDRALCITYPALM
SPRINGS88MILE88MILE3 WESTBOUND EASTBOUNDWESTBOUND EASTBOUNDBOBO111112110110210210Pavement Marker Installation18CV Link WayfindingCoachella Valley Associationof Governments·These drawings are intended to illustratedesign intent only and are not forconstruction. All final engineering and siteconditions of the project are theresponsibility of the fabricator. Shopdrawings by the fabricator must besubmitted for approval, prior to proceedingwith fabrication.·The quality of fit and finish on the finalproduct must meet or exceed therequirements of these design intentdocuments. Any variations to design,materials, or fabrication methods must beapproved by the Owner or Representive.·Welds: All welds shall be ground smoothand painted.·Hardware: All exposed hardware shall betamper proof fasteners.·All exposed edges shall be painted tomatch adjacent face.·Colors shown are for reference only andare subject to the limitations of the printingprocess. Refer to referenced color systemscontained within these drawings for actualspecifications.·Scaled examples shown are for referenceonly, and do not necessarily reflect actualsite conditions. Detailed site surveys arerequired prior to fabrication and installation.·Messages shown in these drawings are forgeneral reference only. Refer to messageschedules for actual required messages.GENERAL NOTESPROJECTCLIENTSHEET NUMBERDOCUMENT ISSUESHEET TITLEAlta Planning + Design
35935 Mission Hills DriveRancho Mirage, CA 92270ph: 760.851.0050KEY NOTES
COACHELLA VALLEY - CALIFORNIAPROJECT NO. CVL-2015-0309MULTI-MODAL TRANSPORTATION FACILITY100% DESIGN SUBMITTAL [NOT FOR CONSTRUCTION]VOLUMECONSTRUCTION DOCUMENTS8DETAILS
GENERAL INFORMATION2GI801INDEX OF SHEETSCIVIL - DETAILS3CD801CIVIL DETAILS - 14CD802CIVIL DETAILS - 25CD803CIVIL DETAILS - 36CD804CIVIL DETAILS - 47CD805CIVIL DETAILS - 58CD806CIVIL DETAILS - 69CD807CIVIL DETAILS - 710CD808CIVIL DETAILS - 811CD809CIVIL DETAILS - 912CD810CIVIL DETAILS - 1013CD820SLOPE PROTECTION, DETAILS - 114CD821SLOPE PROTECTION, DETAILS - 215CD822SLOPE PROTECTION, DETAILS - 316CD823SLOPE PROTECTION, DETAILS - 417CD824SLOPE PROTECTION, DETAILS - 518CD825SLOPE PROTECTION, DETAILS - 619CD826SLOPE PROTECTION, DETAILS - 720CD827SLOPE PROTECTION DETAILS - 8CIVIL - SECTIONS21CX800CIVIL SECTIONS - A1 & A222CX801CIVIL SECTIONS - B1 & B223CX802CIVIL SECTIONS - B3 & B424CX803CIVIL SECTIONS - C1 & C225CX804CIVIL SECTIONS - C3 & C426CX805CIVIL SECTIONS - C5 & C627CX806CIVIL SECTIONS - C728CX807CIVIL SECTIONS - D1 & D229CX808CIVIL SECTIONS - D3 & D430CX809CIVIL SECTIONS - D5 & D631CX810CIVIL SECTIONS - D7 & D832CX811CIVIL SECTIONS - D933CX812CIVIL SECTIONS - D1034CX813CIVIL SECTIONS - E1 & E235CX814CIVIL SECTIONS - E3 & E436CX815CIVIL SECTIONS - F1 & F237CX816CIVIL SECTIONS - F3 & F438CX817CIVIL SECTIONS - F5 & F639CX818CIVIL SECTIONS - F7 & F8TRAFFIC DETAILS40TD801TRAFFIC DETAILS - 141TD802TRAFFIC DETAILS - 242TD803TRAFFIC DETAILS - 343TD804TRAFFIC DETAILS - 4ARCHITECTURAL - DETAILS44AD801ARCHITECTURAL, DETAILS - 145AD802ARCHITECTURAL, DETAILS - 246AD803ARCHITECTURAL, DETAILS - 347AD804ARCHITECTURAL, DETAILS - 448AD805ARCHITECTURAL, DETAILS - 549AD806ARCHITECTURAL, DETAILS - 650AD807ARCHITECTURAL, DETAILS - 751AD808ARCHITECTURAL, DETAILS - 852AD809ARCHITECTURAL, DETAILS - 9BARRIER RAIL DETAILS53BR801BARRIER RAILING DETAILS - 154BR802BARRIER RAILING DETAILS - 255BR803BARRIER RAILING DETAILS - 356BR804BARRIER RAILING DETAILS - 457BR805BARRIER RAILING DETAILS - 558BR806BARRIER RAILING DETAILS - 659BR807BARRIER RAILING DETAILS - 760BR808BARRIER RAILING DETAILS - 861BR809BARRIER RAILING DETAILS - 9LANDSCAPE - DETAILS62LD800LANDSCAPE IRRIGATION, NOTES AND DETAILS - 163LD801LANDSCAPE IRRIGATION, NOTES AND DETAILS - 264LD802LANDSCAPE IRRIGATION, NOTES AND DETAILS - 365LD803LANDSCAPE PLANTING, DETAILS - 166LD804LANDSCAPE PLANTING, DETAILS - 2Dwg filename: C:\Box Sync\15-093 CV Link Engineering\CV Link Team\CAD\Plan Set\08 DETAILS_PLAN SET\00 GENERAL\CVL_V8-101-GI801.dwg Last saved by: oliviaburry-trice Plot date: 6/28/2019 8:18 PM Plotstyle table: CVLINK.ctb
SHEET TITLESHEETOFCOACHELLA VALLEY - CALIFORNIAISSUEMARKDATEDESCRIPTION PROJECT NO:CAD DWG FILE:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SHEET NO.SCALE:MULTI-MODAL TRANSPORTATION FACILITYLine measures 1 inch on full scale drawing, if not 1 inch scale accordingly.INFOPREPARED UNDER THE DIRECT SUPERVISION OF:PRIME CONSULTANTwww.altaplanning.comDATEAPPROVED BY:DATEAPPROVED BY:R.C.E. NO.DATER.C.E. NO.DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertINDEX OF SHEETSGENERAL INFORMATIONCP100271-1A TO 1-3: PLAN & PROFILE, STA 1+00 TO 9+50PAGE NUMBERGUIDE TO INDEXNOTES:TITLES SHOWN MAY VARY FROM TITLE ON SHEET, TYPICALLY SHORTENED FOR ADDED CLARITY.SHEET NUMBERCP1011-1A TO 1-3: PLAN & PROFILE, STA 9+50 TO ENDALIGNMENT NAME / LOCATION / DRAWING TITLEDRAWING TYPECENTERLINE STATION RANGE28* INDICATES A SHEET THAT IS NOT INCLUDED WITH THIS SUBMITTALSTEVEN B. FRIESONJUN 2022DRAFTGI801INDEX OF SHEETS2015-093CVL_V8-101-GI801SRBSRBSBF6.28.2019AS SHOWN44---V O L U M E 8ARCHITECTURAL - DETAILSCIVIL - DETAILED PLANSLANDSCAPE - DETAILSCIVIL - SECTIONSTRAFFIC - DETAILSBARRIER RAIL - DETAILS
Dwg filename: C:\Box Sync\CV Link Team\CAD\Plan Set\08 DETAILS_PLAN SET\01 DETAILS\05_CD\CVL_V8-306-CD801.dwg Last saved by: sachabarkhuff Plot date: 6/28/2019 6:09 PM Plotstyle table: CVLINK.ctb
SHEET TITLESHEETOFCOACHELLA VALLEY - CALIFORNIAISSUEMARKDATEDESCRIPTION PROJECT NO:CAD DWG FILE:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SHEET NO.SCALE:MULTI-MODAL TRANSPORTATION FACILITYLine measures 1 inch on full scale drawing, if not 1 inch scale accordingly.INFOPREPARED UNDER THE DIRECT SUPERVISION OF:PRIME CONSULTANTwww.altaplanning.comDATEAPPROVED BY:DATEAPPROVED BY:R.C.E. NO.DATER.C.E. NO.DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertCD801CIVIL DETAILS - 12015-093CVL_V8-306-CD801SRBSRBSBF6.24.2019AS SHOWN44---V O L U M E 8STEVEN B. FRIESONJUN 2022DRAFTEXCAVATION MATERIAL SHALL NOT BE SIDECAST INTOWHITEWATER CHANNEL OR ADJACENT STORM FACILITIES.CONTRACTOR TO STOCKPILE OUTSIDE OF ALL CHANNELS.1.SHOULDER AND BUFFER AREA SLOPES SHALL BE 2.0% MIN, 5.0% MAX FOR DRAINAGE AWAY FROM PATH AND SHALL BECLEAR OF DEBRIS AND OBSTRUCTIONS.2.PROTECT (E) REINFORCED CONCRETE SLOPE PROTECTION. LOCATION AND DIMENSIONS SHALL BE FIELD VERIFIED.3.INSTALL SAFETY RAIL OR BARRIER WHERE SHOULDER WIDTH IS LESS THAN 3 FT AND THE ADJACENT FORESLOPE IS 3H:1VOR STEEPER THAN 4 FT, SEE PLANS FOR LOCATIONS.4.PROTECT / RESTORE (E) LEVEE EMBANKMENT SLOPE. PLACE AND COMPACT NATIVE SOIL FREE OF DEBRIS AT MAXIMUM2H:1V SLOPE. COMPACTION SHALL BE 90% MODIFIED PROCTOR.TYPICAL PATH LAYOUT AND SECTIONS1NO SCALECL7'-0"7'-0"2.0% MAXSCORE JOINT
SCORE JOINTSIDE PANEL2'-0"14'-0" TYPLANELANECV LINK PATHETWETWSIDE PANEL2'-0"4'-0" TO 8'-0', SEE PLANPED PATH5'-0" TYP5.0%CL7'-0"7'-0"14'-0"LANELANECV LINK PATHETWETWCVLPED4' TO 8', SEE PLANPED PATH4'-0"5.0%5.0% MINLEVEE EMBANKMENT5'-0" TYP5.0% MIN2.0% MAXBUFFERBUFFERTYPICAL 14 FT WIDE CV LINK PATHTYPICAL CV LINK PATH w/ PED PATH ON LEVEE2' MINSHOULDER2' MINSHOULDERTYPICAL CV LINK PATH w/ PED PATH2.0% MAX4' TO 8', SEE PLANPED PATH2.0% MAXVARIES, SEE PLANBUFFERTYPICAL CV LINK PATH w/ SEPARATED PED PATHCV LINK PATHCV LINK PATH211.51CONTROL POINT: STA & ELEVEDGE OF SHOULDEREDGE OF TRAVEL WAYSCORING, JOINTS, & FINISHETWESCUT/FILL2H:1V MAXCUT/FILL2H:1V MAXCUT/FILL2H:1V MAXCUT/FILL2H:1V MAX111KEYNOTESCHANNEL SIDEDRY SIDEESESETWETWPEDPEDCVL2CD802CVL1CD802PEDESTRIAN PATHDECOMPOSED GRANITECV LINK PATHCONCRETE PAVEMENTPED14'-0" TYP - SEE PLANPLANTRAVEL
TRAVELCL
4' TO 8', SEE PLANTRAVEL5'-0" TYPBUFFER ZONE - SEE PLANS
(INCLUDED WHERE SPACE ALLOWS)PEDESTRIAN PATHCONSTRUCTED WHERESPACE ALLOWS, SEE PLANSTYPICAL CV LINK PATH w/ SEPARATED PED PATH LAYOUTSECTIONSECTIONSECTIONSECTION4CD502CVLPED5'-0" TYPBUFFERCV LINK PATHPED PATHBUFFER2' MINETWETW2CLBUFFER ZONE - SEE PLANS
(INCLUDED WHERE SPACE ALLOWS)LEGEND3SECTIONS AND PLAN SHOWN ARE TYPICAL AND MAY NOT SHOW ALL COMPONENTSREQUIRED. SEE PLANS AND CX800 SERIES OF SECTIONS FOR ADDITIONAL INFORMATION.4SHOULDER - CLEAR ZONE
2' MINSHOULDER - CLEAR ZONEBUFFER2.0% MAX2.0% MAX2.0% MAX2.0% MAX2.0% MAXSCORE JOINT
SCORE JOINTSIDE PANEL2'-0"SIDE PANEL2'-0"CONDUITSEE SPECIFICATIONS5CD803ALL PATH CROSS SLOPESSHALL BE 2.0% MAX
Dwg filename: C:\Box Sync\CV Link Team\CAD\Plan Set\08 DETAILS_PLAN SET\01 DETAILS\05_CD\CVL_V8-306-CD802.dwg Last saved by: sachabarkhuff Plot date: 6/28/2019 6:10 PM Plotstyle table: CVLINK.ctb
SHEET TITLESHEETOFCOACHELLA VALLEY - CALIFORNIAISSUEMARKDATEDESCRIPTION PROJECT NO:CAD DWG FILE:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SHEET NO.SCALE:MULTI-MODAL TRANSPORTATION FACILITYLine measures 1 inch on full scale drawing, if not 1 inch scale accordingly.INFOPREPARED UNDER THE DIRECT SUPERVISION OF:PRIME CONSULTANTwww.altaplanning.comDATEAPPROVED BY:DATEAPPROVED BY:R.C.E. NO.DATER.C.E. NO.DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertCD802CIVIL DETAILS - 22015-093CVL_V8-306-CD802SRBSRBSBF6.24.2019AS SHOWN44---V O L U M E 5STEVEN B. FRIESONJUN 2022DRAFT5'-0"2'-0"5'-0"2'-0"CL12' OR 14' PATH WIDTHPER PLANTYPICAL CONCRETE SCORING/JOINT PATTERN AND FINISH PLAN4NO SCALECL10'-0" TYP5'-0" TYPSIDE PANELS: MEDIUM BROOM FINISHPERPENDICULAR TO PEDESTRIAN TRAFFICCENTER PANELS: MEDIUM BROOM FINISHPERPENDICULAR TO PEDESTRIANTRAFFICLONGITUDAL SCORE JOINT (SJ),TYP BOTH SIDES OF PATHNOTES:1.CONCRETE JOINTS, SEE 1/CD803.2.DOWEL CONSTRUCTION JOINTS SHALL BEPLACED EVERY 60 FT ALONG PATH. SEECALTRANS STANDARD PLAN P10.3.EDGE OF PATH SHALL BE DOWELED TOADJACENT CONCRETE AT ACCESS POINTS,SEE CALTRANS STANDARD PLAN P10.FLOWFLOWSJ SSJ - FULL WIDTH SJSJSJSJSJSJSJ
5'-0"5'-0"CL10'-0" PATH WIDTH
10'-0" TYPPANELS: MEDIUM BROOM FINISHPERPENDICULAR TOPEDESTRIAN TRAFFICTRAVERSE SAWCUTSCORE JOINT (SSJ)PLANFINISH GRADESEE NOTE 3AGGREGATE BASE (IF REQUIRED)CONCRETEDEPTH, DSEE NOTE 1NOTES:1.SLAB DEPTH SHALL BE AS REQUIRED IN GEOTECHNICAL REPORT AND MAYVARY FOR EACH SEGMENT OF THE PROJECT.2.CONCRETE: SHALL BE CONSTRUCTION CLASS 560-C-3250, 3250 PSIPORTLAND CEMENT CONCRETE.3.CONCRETE SCORING PATTERN AND FINISH PLAN PER DETAILTYPICAL CONCRETE PAVEMENT SECTION1NO SCALETOOLED 1/2" RADIUS,OMIT AT WALL FACETYPICAL PATH EDGE DETAIL3NO SCALEFINISH GRADEFINISH GRADESECTIONEDGE
OF PATH
1"TYPICAL PEDESTRIAN PATH SECTION2NO SCALENOTES:1.DECOMPOSED GRANITE (DG): SEE SPECIFICATIONS.2.GEOTEXTILE FABRIC: SEE SPECIFICATIONS.4"FINISH GRADECOMPACT EXISTING SUBGRADETO 90% MODIFIED PROCTORGEOTEXTILE FABRICDECOMPOSED GRANITESECTIONSECTIONTYPICAL 12 FT & 14 FT WIDE PATHTYPICAL 10 FT WIDE PATHTRAVERSE SAWCUTSCORE JOINT (SSJ)PLANDOWEL CONSTRUCTION JOINT (EXPANSION)LEGEND:DCJCONTROL / SCORE JOINTSJSAWCUT CONTROL / SCORE JOINTSSJCONSTRUCTION JOINT (EXPANSION)CJSJ SJSSJ - FULL WIDTHSJ SJSSJ - FULL WIDTH 3-PATH EDGE, TYP BOTH SIDES4-COMPACT EXISTING SUBGRADETO 95% MODIFIED PROCTORSSJ - FULL WIDTHSSJ - FULL WIDTH
SSJ - FULL WIDTH
3-PATH EDGE,TYP BOTH SIDESDCJ (FULL LENGTH)PATH ADJACENT TO ACCESS POINTACCESS POINTCONC PLAZAPATHPLAN
Dwg filename: C:\Box Sync\CV Link Team\CAD\Plan Set\08 DETAILS_PLAN SET\01 DETAILS\05_CD\CVL_V8-306-CD803.dwg Last saved by: sachabarkhuff Plot date: 6/28/2019 7:44 PM Plotstyle table: CVLINK.ctb
SHEET TITLESHEETOFCOACHELLA VALLEY - CALIFORNIAISSUEMARKDATEDESCRIPTION PROJECT NO:CAD DWG FILE:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SHEET NO.SCALE:MULTI-MODAL TRANSPORTATION FACILITYLine measures 1 inch on full scale drawing, if not 1 inch scale accordingly.INFOPREPARED UNDER THE DIRECT SUPERVISION OF:PRIME CONSULTANTwww.altaplanning.comDATEAPPROVED BY:DATEAPPROVED BY:R.C.E. NO.DATER.C.E. NO.DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertCD803CIVIL DETAILS - 32015-093CVL_V8-306-CD803SRBSRBSBF6.24.2019AS SHOWN44---V O L U M E 8STEVEN B. FRIESONJUN 2022DRAFT3/4"1/8"TOOLED JOINTR=1/8", TYPR=1/4", TYP1/2"1/4"CONCRETE JOINTS1NO SCALE1/4 SLAB
THICKNESS1/8"JSJSEJMEJMCONSTRUCTION JOINT (CJ)CONTROL / SCORE JOINT (SJ)SAWCUT CONTROL / SCORE JOINT (SSJ)JOINT SEALANT, SEE CALTRANS STANDARD PLAN P20EXPANSION JOINT MATERIAL, SEE CALTRANS STANDARD PLAN P20KEY:1/4 SLAB
THICKNESS
VERTICAL SAWCUTCONDUIT5NO SCALECONCRETE SHOULDER3NO SCALECABLE RAILING4NO SCALENOTES:1.RAILING, SEE ARCH DETAILS.2.SEE SHT S001 FOR RAILING ANCHORS AND ADDITIONAL NOTES.3.LOCATIONS SHOWN ON PLANS ARE DESIGN INTENT. CONTRACTORSHALL FIELD VERIFY SITE CONDITIONS AND ADJUST LENGTHS ANDOFFSETS AS REQUIRED.4.CONTRACTOR SHALL FIELD MARK START AND END OF RAILING PRIORTO FABRICATION AND INSTALLATION.PATHNOTES:1.CONTRACTOR SHALL PROVIDE PROPOSED PLAN SHOWING LOCATION OFCONDUIT AND TYPICAL TRENCH SECTION FOR APPROVAL PRIOR TOCONSTRUCTION.2.CONDUIT SHALL NOT BE INSTALLED ON CHANNEL SIDE OF LEVEE.3.ALL CONDUITS SHALL BE SCH 40 PVC.4.PULL STRINGS SHALL BE INCLUDED IN ALL CONDUIT RUNS.5.PULL BOXES SHALL BE CONCRETE AND PROVIDED WITH A STEEL TRAFFIC RATEDLOCKING COVER AND A BOX EXTENSION TO A DEPTH OF 24 INCHES.6.ALL BOXES SHALL BE FURNISHED WITH A 30" DEPTH OF 1/2" MINUS DRAIN ROCK.CONDUIT, SEE SPECIFICATIONS FOR SIZEPBPB1000 FT MAX.SCHEMATIC PLANPULL BOXDETAIL SHOWN IS FOR GENERAL INFORMATION ONLYDETAIL SHALL NOT BE USED FOR FINAL DESIGN. COMPLETEPLANS SHALL BE PROVIDED BY CONTRACTOR AND SHALL BEAPPROVED BY CITY ENGINEER.CV LINK PATH5.0%LEVEE EMBANKMENT1.511.514" CONCRETE SLABSEE NOTESSECTIONNOTES:1.CONTRACTOR TO FIELD VERIFY DEPTH & LOCATION OF (E) CONC SLOPEPROTECTION (CSP).2.CONSTRUCT CONCRETE SHOULDER AS REQUIRED BETWEEN PATH AND(E) CSP. MAXIMIZE HORIZONTAL SHOULDER WIDTH AND MATCH TO (E)CSP WITH MAXIMUM 1.5H:1V AS REQUIRED.3.CONCRETE: SHALL BE CONSTRUCTION CLASS 560-C-3250, 3250 PSIPORTLAND CEMENT CONCRETE.4.CONCRETE SHALL HAVE SCORE JOINTS EVERY 10 FT PERPENDICULARTO AND MATCHING JOINTS ON PATH.1" DROP
CHANNEL SIDEDOWEL CONSTRUCTION JOINT (DCJ)FULL DEPTHALL DOWEL CONSTRUCTION JOINTSSEE CALTRANS STANDARD PLAN P10
Dwg filename: C:\Box Sync\CV Link Team\CAD\Plan Set\08 DETAILS_PLAN SET\01 DETAILS\05_CD\CVL_V8-306-CD804.dwg Last saved by: sachabarkhuff Plot date: 6/28/2019 7:45 PM Plotstyle table: CVLINK.ctb
SHEET TITLESHEETOFCOACHELLA VALLEY - CALIFORNIAISSUEMARKDATEDESCRIPTION PROJECT NO:CAD DWG FILE:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SHEET NO.SCALE:MULTI-MODAL TRANSPORTATION FACILITYLine measures 1 inch on full scale drawing, if not 1 inch scale accordingly.INFOPREPARED UNDER THE DIRECT SUPERVISION OF:PRIME CONSULTANTwww.altaplanning.comDATEAPPROVED BY:DATEAPPROVED BY:R.C.E. NO.DATER.C.E. NO.DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertCD804CIVIL DETAILS - 42015-093CVL_V8-306-CD804SRBSRBSBF6.24.2019AS SHOWN44---V O L U M E 8STEVEN B. FRIESONJUN 2022DRAFT8'-0"76'-0"56'-0"32'-0"20'-0"64'-0"4'-0"4'-0"8'-0"4'-0"8'-0"8'-0"4'-0"44'-0"VARIES, SEE PLAN8'-0" MIN.4'-0"8'-0"20'-0"POBTYPICAL SEEDED GLASS CONCRETE (SGC) BANDING - TYPE I1NO SCALEPATH WIDTH
8'-0"76'-0"56'-0"32'-0"20'-0"64'-0"4'-0"4'-0"8'-0"4'-0"8'-0"8'-0"4'-0"44'-0"VARIES, SEE PLAN8'-0" MIN.4'-0"8'-0"20'-0"POBTYPICAL SEEDED GLASS CONCRETE (SGC) BANDING - TYPE II2NO SCALE1CD805SEEDED GLASS CONCRETE (SGC)[ORANGE] - LEFT SIDE OF PATHPLAN188'-0"1CD805SEEDED GLASS CONCRETE (SGC)[BLUE] - RIGHT SIDE OF PATH184'-0"188'-0"1CD805SEEDED GLASS CONCRETE (SGC)[ORANGE]1CD805SEEDED GLASS CONCRETE (SGC)[BLUE]PATH WIDTH184'-0"CONC[GREY]CONC[GREY]CONC[GREY]CONC[GREY]CONC[GREY]CONC[GREY]CONC[GREY]CONC[GREY]CONC[GREY]CONC[GREY]CONC[GREY]CONC[GREY]INCREASING PATHC/L STATIONINGPLANNOTES:1.ADJUST BANDING AS NECESSARY AROUND CURVES. MARK BANDING LAYOUTIN FIELD FOR APPROVAL PRIOR TO CONSTRUCTION.2.CONCRETE [GREY] PANELS: FOR PAVEMENT SECTION SEE 1/CD802.3.TYPE IIA BANDING - REPLACE BLUE AND ORANGE SEEDED GLASS CONCRETEPANELS WITH SPARKLE GRAIN CONCRETE.4.NO CENTER PATH LIGHTS WITHIN LIMITS OF SEEDED GLASS BANDING.1AD806INCREASING PATHC/L STATIONINGNOTES:1.ADJUST BANDING AS NECESSARY AROUND CURVES. MARK BANDING LAYOUTIN FIELD FOR APPROVAL PRIOR TO CONSTRUCTION.2.CONCRETE [GREY] PANELS: FOR PAVEMENT SECTION SEE 1/CD802.3.NO CENTER PATH LIGHTS WITHIN LIMITS OF SEEDED GLASS BANDING.EDGE LIGHT, TYPCENTER LIGHT WITHINBANDING AS SHOWN, 1 FT OFFSETFROM OUTER EDGE OF PATH1'-0" O.C.1'-0" O.C.1'-0" TYPCENTERIN BANDEDGE LIGHT, SEE 1/AD803EDGE LIGHT, SEE 1/AD803CENTER IN BAND
Dwg filename: C:\Box Sync\CV Link Team\CAD\Plan Set\08 DETAILS_PLAN SET\01 DETAILS\05_CD\CVL_V8-306-CD805.dwg Last saved by: sachabarkhuff Plot date: 6/28/2019 7:46 PM Plotstyle table: CVLINK.ctb
SHEET TITLESHEETOFCOACHELLA VALLEY - CALIFORNIAISSUEMARKDATEDESCRIPTION PROJECT NO:CAD DWG FILE:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SHEET NO.SCALE:MULTI-MODAL TRANSPORTATION FACILITYLine measures 1 inch on full scale drawing, if not 1 inch scale accordingly.INFOPREPARED UNDER THE DIRECT SUPERVISION OF:PRIME CONSULTANTwww.altaplanning.comDATEAPPROVED BY:DATEAPPROVED BY:R.C.E. NO.DATER.C.E. NO.DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertCD805CIVIL DETAILS - 52015-093CVL_V8-306-CD805SRBSRBSBF6.24.2019AS SHOWN44---V O L U M E 8STEVEN B. FRIESONJUN 2022DRAFTDOWEL CONSTRUCTION JOINTPER CALTRANS STANDARD PLAN P10TYPICAL CONCRETE BANDING SCORING/JOINT PATTERN AND FINISH PLAN2NO SCALEFLOWFLOW5'-0"2'-0"5'0"2'-0"CL14'-0" PATH WIDTH 4'-0" TYP WITHIN BANDING LIMITSPANEL DIMENSIONSSEE BANDING PLANS, TYPSJ DCJDCJDCJDCJ
DCJNOTE:CONCRETE PANELS SHOWN WITH EXAGGERATEDJOINT SEPARATION BETWEEN PANELS FOR CLARITY.CLCONCRETE [GREY] PATHWITHOUT BANDINGSEE 4/CP802END BANDING
END BANDING
SJ
SJ
SJ
SJ
SJ
SJ
SJ
SJ
SJSJSJSJSSJ - FULL WIDTH
SSJ - FULL WIDTH
SSJ - FULL WIDTHSJSJSJ
SJSJSJNOTES:1.SEEDED GLASS CONCRETE PANELS (SGC) SHALL BE CONSTRUCTEDFIRST AND CONCRETE [GREY] PANELS CONSTRUCTED SECONDLY.2.CONCRETE [GREY] PANELS: FOR PAVEMENT SECTION SEE DETAIL3.ALL JOINTS BETWEEN PANELS SHALL BE DOWELED, SEE DETAIL4.CONCRETE JOINTS, SCORING PATTERN, AND FINISH SEE DETAIL5.EDGE GUIDE LIGHTS, SEE ARCH DETAILS.DOWEL CONSTRUCTION JOINT (EXPANSION)LEGEND:DCJCONTROL / SCORE JOINTSJSAWCUT CONTROL / SCORE JOINTSSJCONSTRUCTION JOINT (EXPANSION)CJSEEDED GLASS CONCRETE (SGC) & 'SPARKLE GRAIN' SECTION1NO SCALESGC [ORANGE] PANELSGC [ORANGE] SIDE PANELSGC [ORANGE] SIDE PANELSGC [ORANGE] PANELSGC [BLUE]PANELSGC [BLUE] SIDE PANELSGC [BLUE] PANELCONCRETE [GREY] PANELw/ SCORED SIDE PANELSSJ - FULL WIDTH 8'-0" TYP WITHIN BANDING LIMITSCONCRETE [GREY] PANELw/ SCORED SIDE PANELSEEDED GLASS CONCRETESGCDCJDCJ
DCJDCJDCJ
DCJ
D
C
J
DCJ
DCJTRAVERSE SAWCUT SCORE JOINT (SSJ)LONGITUDAL SCORE JOINT (SJ)SIDE PANEL SCORE JOINT (SJ), TYPEDGE GUIDE LIGHT, TYPCONCRETE [GREY] PANEL w/ SCORED SIDE PANEL(NORTH OR WESTBOUND)(SOUTH OR EASTBOUND)DCJ
D
C
J
DCJDCJCOMPACT EXISTING SUBGRADETO 95% MODIFIED PROCTORCONCRETEDEPTH, D = 8"NOTES:1.OWNER TO FURNISH GLASS & 'SPARKLE GRAIN' AGGREGATE,CONTRACTOR TO INSTALL.2.GLASS OR 'SPARKLE GRAIN' AGGREGATE: SEE SPECIFICATIONS FORTYPE, SIZE, COLOR, AND DISTRIBUTION PERCENTAGE.3.CONCRETE SCORING PATTERN AND FINISH PLAN PER DETAILSFLUSHSGC PANEL[COLOR PER PLAN]SECTIONFINISH GRADEADJACENT PANELCONC OR SGC, PER PLAN4CD8021-4CD8021CD802SJ
2CD8031AD8061'-0" O.C.SURFACE-SEEDED GLASSOR 'SPARKLE GRAIN' AGGREGATE
Dwg filename: C:\Box Sync\CV Link Team\CAD\Plan Set\08 DETAILS_PLAN SET\01 DETAILS\05_CD\CVL_V8-306-CD806.dwg Last saved by: davidwerner Plot date: 6/28/2019 7:47 PM Plotstyle table: CVLINK.ctb
SHEET TITLESHEETOFCOACHELLA VALLEY - CALIFORNIAISSUEMARKDATEDESCRIPTION PROJECT NO:CAD DWG FILE:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SHEET NO.SCALE:MULTI-MODAL TRANSPORTATION FACILITYLine measures 1 inch on full scale drawing, if not 1 inch scale accordingly.INFOPREPARED UNDER THE DIRECT SUPERVISION OF:PRIME CONSULTANTwww.altaplanning.comDATEAPPROVED BY:DATEAPPROVED BY:R.C.E. NO.DATER.C.E. NO.DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertCD806CIVIL DETAILS - 62015-093CVL_V8-306-CD806SRBSRBSBF6.28.2019AS SHOWN44---V O L U M E 8STEVEN B. FRIESONJUN 2022DRAFTCL14'-0" PATH WIDTH,
TYP - SEE PLAN
3'-0"9'-0"4" SKIP WHITETYPICAL PATH STRIPING3NO SCALETRAVELTRAVELCL7'-0"7'-0"CL14'-0" PATH WIDTHPLANTYPICAL PATH CENTERLINE GUIDE LIGHTS2NO SCALE10'-0" PANEL, TYPCENTERLINE GUIDE LIGHT, TYPFLOWCLNORTH ORWESTBOUNDSOUTH OREASTBOUNDFLOWNOTES:1.LIGHTS SHALL BE SOLAR LED PATH LIGHTS,SEE 1/AD804.2.CONTRACTOR SHALL MARK LIGHTLOCATIONS FOR APPROVAL PRIOR TOINSTALLATION.3.LIGHTS SHALL NOT BE INSTALLED WITHINBANDING AREAS, ACCESS POINTS, ONCONNECTOR PATHS OR PATH JUNCTIONS,AND ON UNDERCROSSING RAMPS.PLAN40' O.C. SPACINGNOTES:1.STRIPING SHALL BE THERMOPLASTIC MATERIAL PERSPECIFICATIONS.2.SOLID CENTERLINE STRIPING SHALL BE USED FOR THEDURATION OF ANY CURVES WITH RESTRICTED SIGHTDISTANCES OR RADII LESS THAN 74 FT.2'-9" TYP
12'-0"14'-0"12'-0"14'-0"32'-0"30'-0"34'-0"36'-0"LP-15RLP-10R
LP-5R
LP-0
LP-5L
LP-10L
LP-15L
LP-10L
POBBANDINGPATHCOLUMN LIGHT, TYPLP-5L
4'-0"TYPICAL COLUMN LIGHT SPACING1NO SCALEEQEQEQEQEDGE LIGHT1AD80512'-0"14'-0"12'-0"14'-0"32'-0"30'-0"34'-0"36'-0"LP-15R
LP-10R
LP-5R
LP-0
LP-5LLP-10LLP-15LLP-10L POBPATHLP-5L 4'-0"NOTES:1.PROVIDE AND INSTALL COLUMN LIGHTS, SEE DETAIL 3/AD805AND ELECTRICAL SHTS.2.COLUMN LIGHTS SHALL BE OFFSET FROM CENTER OF BANDINGPANEL OR AS SHOWN ON PLANS, LOCATIONS MAY VARY ATACCESS POINTS, SEE AS SHTS.3.CONTRACTOR SHALL STAKE LIGHT LOCATIONS FOR APPROVALPRIOR TO INSTALLATION.4.COLUMN LIGHTS SHALL NOT BE INSTALLED ON CHANNEL SIDEOF LEVEE.PLANINCREASING PATHC/L STATIONINGINCREASING PATHC/L STATIONINGTYPE I BANDINGTYPE II BANDINGLP-10LIDENTIFIER [LIGHT POST]DEGREES OF TILTTILT DIRECTION,L = LEFT TOWARD PATHR = RIGHT AWAY FROM PATHKEY:4" SOLID WHITE, TYP EACH SIDE1'-0" TYPCENTERIN BAND
SHEET TITLESHEETOFCOACHELLA VALLEY - CALIFORNIAISSUEMARKDATEDESCRIPTION PROJECT NO:CAD DWG FILE:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SHEET NO.SCALE:MULTI-MODAL TRANSPORTATION FACILITYLine measures 1 inch on full scale drawing, if not 1 inch scale accordingly.INFOPREPARED UNDER THE DIRECT SUPERVISION OF:PRIME CONSULTANTwww.altaplanning.comDATEAPPROVED BY:DATEAPPROVED BY:R.C.E. NO.DATER.C.E. NO.DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertDwg filename: C:\Box Sync\CV Link Team\CAD\Plan Set\08 DETAILS_PLAN SET\01 DETAILS\05_CD\CVL_V8-306-CD807.dwg Last saved by: HannahMarre Plot date: 6/28/2019 9:52 PM Plotstyle table: CVLINK.ctb
CD807CIVIL DETAILS - 72015-093CVL_V8-306-CD807SRBSRBSBF6.28.2019AS SHOWN44---V O L U M E 8STEVEN B. FRIESONJUN 2022DRAFTPLANNOTES:1.SEE DETAIL 1/CD808 FOR TYPICAL LAYOUT AND UNDERCROSSING PLANSHEETS.2.ADJUST BANDING AS NECESSARY AROUND CURVES. MARK BANDING LAYOUTIN FIELD FOR APPROVAL PRIOR TO CONSTRUCTION.3.BEGIN AND END THERMOPLASTIC BANDING AT THE JUNCTION OF TOP OFRAMP AND PATH.UNDERCROSS PAVEMENT MARKINGS1NO SCALE44'-0"40'-0"8'-0"8'-0"20'-0"4'-0"4'-0"8'-0"32'-0"6" WIDE PAINTED FOG LINETYPE A - PAVEMENT MARKINGPLANTYPE B - PAVEMENT MARKINGPLANTYPE B - PAVEMENT MARKING6" WIDE PAINTED FOG LINE6" WIDE PAINTED FOG LINECHANNEL SIDEPATHPATHPATHTYPICAL BAND SEGMENT7'-0"
14'-0"
7'-0"CHANNEL SIDECHANNEL SIDECONTROL POINTPOINT OF BEGINNINGCONTROL POINTPOINT OF BEGINNINGINTERSECTION
INTERSECTION
5'-0"1'-0"THERMOPLASTICPAVEMENT MARKING [ORANGE]THERMOPLASTICPAVEMENT MARKING [BLUE]TYPE A - (RAMP DOWN)TYPE B - (BELOW BRIDGE)TYPE C - (RAMP UP)MARKINGS INCLUDE UNDERCROSSINGTHERMOPLASTIC BANDING (UTB) ANDA CHANNEL-SIDE EDGE STRIPEUTB BANDING (TYPE A & B) ALWAYS BEGINSAT THE HIGH SIDE OF EACH RAMP AND IS LAIDOUT ALONG THE LENGTH OF THE RAMPTOWARD THE CHANNEL BOTTOMINCREASING C/L STATIONINGINCREASING C/L STATIONING
SHEET TITLESHEETOFCOACHELLA VALLEY - CALIFORNIAISSUEMARKDATEDESCRIPTION PROJECT NO:CAD DWG FILE:DESIGNED BY:DRAWN BY:REVIEWED BY:DATE:SHEET NO.SCALE:MULTI-MODAL TRANSPORTATION FACILITYLine measures 1 inch on full scale drawing, if not 1 inch scale accordingly.INFOPREPARED UNDER THE DIRECT SUPERVISION OF:PRIME CONSULTANTwww.altaplanning.comDATEAPPROVED BY:DATEAPPROVED BY:R.C.E. NO.DATER.C.E. NO.DIAL TOLL FREE1-800-422-4133AT LEAST TWO WORKING DAYSBEFORE YOU DIGUnderground Service AlertDwg filename: C:\Box Sync\CV Link Team\CAD\Plan Set\08 DETAILS_PLAN SET\01 DETAILS\05_CD\CVL_V8-306-CD808.dwg Last saved by: HannahMarre Plot date: 6/28/2019 9:52 PM Plotstyle table: CVLINK.ctb
CD808CIVIL DETAILS - 82015-093CVL_V8-306-CD808SRBSRBSBF6.28.2019AS SHOWN44---V O L U M E 8STEVEN B. FRIESONJUN 2022DRAFTTYPICAL UNDERCROSS PAVEMENT MARKING PLACEMENT1NO SCALECHANNEL SIDETYPE A - PAVEMENT MARKING
TYPE C - PAVEMENT MARKINGTYPE B - PAVEMENT MARKINGBRIDGECONNECTOR PATHPATHCHANNEL SIDECONNECTOR PATHPATHPLANTYPE A - (RAMP DOWN)TYPE B - (BELOW BRIDGE)TYPE C - (RAMP UP)MARKINGS INCLUDE UNDERCROSSINGTHERMOPLASTIC BANDING (UTB) ANDA CHANNEL-SIDE EDGE STRIPEUTB BANDING (TYPE A & B) ALWAYS BEGINSAT THE HIGH SIDE OF EACH RAMP AND IS LAIDOUT ALONG THE LENGTH OF THE RAMPTOWARD THE CHANNEL BOTTOMINCREASING C/L STATIONINGINCREASING C/L STATIONING