CITY OF ORANGE
CITY OF ORANGE
CITY OF ORANGE
ORANGE COUNTY, CALIFORNIA
APRIL 6, 1888 INCORPORATED
TWO WORKING DAYSBEFORE YOU DIG
CALL BEFORE YOU DIGCALL:
N:\Public Works\ENGINEERING\Design\Projects\SP-4178_Cannon StreetWidening\01_Engineering\Drawings\Sheets\01_SP-4178_TITLE.dwgBy :Gerlene Samia on 1/26/2024 9:56 AM
IMPROVEMENTS PLANCITY OF ORANGE
1.IN CASE OF EMERGENCY, CALL RUBEN HERNANDEZ AT: (714) 532-6493 DURING BUSINESS HOURS, AND (714) 538-1961 ALL OTHER TIMES.2.A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED ATCONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.3.THE CONTRACTOR SHALL SUBMIT PLANS FOR REVIEW BY THE CITY ENGINEER DETAILING THE PLACING OF EROSION CONTROL FACILITIES TO PROTECTAREAS SUBJECT TO STORM DAMAGE. ALL DEVICES MUST BE IN PLACE AND WORKING AT ALL TIMES. FAILURE TO PROVIDE THESE DEVICES WILL BE CAUSETO REVOKE PERMITS OR APPROVALS BY THE CITY ENGINEER AND/OR BUILDING OFFICIAL.4.DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY INSPECTOR.5.EXCEPT AS OTHERWISE APPROVED BY THE CITY INSPECTOR, REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACHWORKING DAY OR ON WEEKENDS WHEN THE 5 DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.6.THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE SITE IS LEFT TO THE DISCRETION OF THE FIELD ENGINEER.7.DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.8.EROSION CONTROL DEVICES SHALL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES, AND PLANS OF THESE CHANGES SUBMITTED FOR APPROVALAS REQUIRED.9.INSURE THAT ALL EXISTING DRAINAGE COURSES AND CULVERTS ARE MAINTAINED IN WORKING CONDITION AND FREE OF SILT AND DEBRIS.10.SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENTPRACTICABLE.11.ALL LOOSE SOIL AND DEBRIS WHICH MAY CREATE A POTENTIAL HAZARD TO OFFSITE PROPERTY SHALL BE REMOVED FROM THE SITE AS DIRECTED BY THEINSPECTOR.12.AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING BASINS AND BASINS PUMPED DRY.13.STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES ORADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.14.APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROMTHE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF.15.RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED TO REMOVE SEDIMENT AND OTHERPOLLUTANTS.16.ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BEST MANAGEMENT PRACTICES ANDGOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.17.AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLYDISPOSED IN TRASH OR RECYCLE BINS.18.FILL SLOPES AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.19.A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS TWO (2) FEET.20.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THESITE. DISCHARGES OF MATERIAL OTHER THAN STORMWATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OFCONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE ORTHREATEN TO CAUSE POLLUTION, CONTAMINATION OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERALREGULATIONS 40 CFR PARTS 117 AND 302.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIME,PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS, ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS,AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAMCLEANING OR CHEMICAL DEGREASING; AND SUPERCHLORINATED POTABLE WATER LINE FLUSHINGS.21.DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLYSEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.22.DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OFNON-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE RESPECTIVESTATE REGIONAL WATER QUALITY CONTROL BOARD.23.TAKE NECESSARY PRECAUTIONS TO INSURE THAT ADJACENT PROPERTY NOT SUFFER DAMAGE DUE TO DEBRIS, MUD, OR INUNDATION CAUSED BYGRADING ACTIVITIES WITHIN PERMITTED AREA.24.PLACE EROSION PROTECTION AROUND ALL OUTLETS OF DOWNDRAINS THAT ARE NOT FULLY CONNECTED TO THE ULTIMATE DRAINAGE DEVICE.25.PLACE EROSION PROTECTION AROUND ALL ULTIMATE INLETS WHILE THE POSSIBILITY OF SILTATION EXISTS PRIOR TO ULTIMATE SLOPE PLANTINGBECOMING EFFECTIVE.26.RESTORE ALL VEGETATION AND PLANTING ON THE EXISTING SLOPE TO ORIGINAL CONDITION.
EROSION CONTROL, SEDIMENT CONTROL, AND WATER QUALITY NOTESENGINEER'S NOTES TO CONTRACTORS1.ALL EXISTING SURFACE AND UNDERGROUND IMPROVEMENTS SHALL BE PROTECTED IN PLACE UNLESS SPECIFIED OTHERWISE. ANY DAMAGES SHALL BETHE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE AND REPLACE AT THE RESPECTIVE AGENCY STANDARD AND SPECIFICATIONS. NOADDITIONAL COMPENSATION WILL BE ALLOWED.2.THE CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO START OF ANY CONSTRUCTION ACTIVITIES.ANY DISCREPANCY SHALL BE REPORTED TO THE OWNER /OR THE ENGINEER.3.THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF EXISTING SEWER MAIN, LATERALS AND MANHOLES PRIOR TO THE START OF ANYCONSTRUCTION ACTIVITIES ANY DISCREPANCY SHALL BE REPORTED TO THE OWNER /OR THE ENGINEER.4.CONTRACTOR SHALL PROVIDE GRADES AS REQUIRED PER STANDARD. REMOVAL LIMITS SHALL BE COORDINATED WITH ENGINEER PRIOR TO REMOVAL.5.PAVEMENT LIMIT REMOVALS SHALL BE COORDINATE WITH ENGINEER PRIOR TO CONSTRUCTION.6.CONTRACTOR SHALL SCHEDULE A JOB WALK PRIOR TO DEMOLITION WITH THE CITY ENGINEER AND THE SR. LANDSCAPE PROJECT COORDINATOR(714-532-6464).
MICAH JEANJIMMY ROCHASONNY TRANNATHAN BLUHMRICH RANSOMLARRY LILLYDAVID DIAZANTHONY CHAVEZ
CITY OF ORANGE STREET TREESCITY OF ORANGE TRAFFIC DIVISIONCITY OF ORANGE WATER DIVISIONCITY OF ORANGE LANDSCAPE DIVISIONAT&TCHARTER COMMUNICATIONSSOUTHERN CALIFORNIA EDISONSOUTHERN CALIFORNIA GAS 714-532-6470714-532-6477714-288-2497714-744-6491714-618-9154714-591-4883626-630-2575213-231-06985.FOR INSPECTION, CONTACT CITY OF ORANGE PUBLIC WORKS, 714-744-5526, FORTY-EIGHT (48) HOURS PRIOR TO THE REQUIRED DATE.6.THE CONTRACTOR SHALL NOTIFY CITY OF ORANGE PUBLIC WORKS MAINTENANCE DIVISION, 714-532-5480, SEVENTY-TWO HOURS PRIOR TO ANY ROADCLOSURE AND/OR DETOUR.7.CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (DIAL 811 OR 1-800-227-2600) FORTY-EIGHT HOURS PRIOR TO THE REQUIRED DATE.8.ALL PIPELINES AND SUBSTRUCTURES ARE TO BE CONSTRUCTED BEGINNING FROM THE DOWNSTREAM END. VERIFY DOWNSTREAM POINTS OFCONNECTION (HORIZONTAL AND VERTICAL LOCATIONS) PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE CITY OF ORANGE.9.CONSTRUCTION SURVEY WORK FOR THE LINES AND GRADES FOR CONSTRUCTION OF THIS PROJECT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.10.CONTRACTOR SHALL PRESERVE ALL PERMANENT SURVEY MARKERS INCLUDING ALL CENTERLINE TIES AS SPECIFIED IN SECTION 2-9.1 OF THE CITY OFORANGE STANDARD PLANS AND SPECIFICATIONS.11.THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL UTILITY LINES AND SUBSTRUCTURES.12.NO DRIVEWAY OPENINGS TO BE CONSTRUCTED WITHIN THREE FEET OF A FIRE HYDRANT OR CURB RETURN.13.ALL STREET CONSTRUCTION SHOWN IS BASED ON STREET CENTERLINE STATIONS AND ELEVATIONS.14.AT THE COMPLETION OF THE CONSTRUCTION, SUBMIT TO THE CITY CONSTRUCTION INSPECTOR A COMPLETE SET OF VIDEO INSPECTION OF THE SEWERSYSTEM AND THE STORM DRAIN SYSTEM. THE VIDEO INSPECTION SHALL BE FOR THE ENTIRE LENGTH OF THE SYSTEM. LOCATION AND STATIONINGINFORMATION SHALL BE INCLUDED IN THE VIDEO RECORDING.15.THE CONTRACTOR SHALL PROVIDE, FOR REVIEW AND APPROVAL OF THE CITY, TRAFFIC CONTROL PLANS PER THE LATEST EDITIONS OF THE CALIFORNIAMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), AND WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) PREPARED BY A LICENSETRAFFIC ENGINEER.
GENERAL NOTES1.ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF ORANGE STANDARD PLANS AND SPECIFICATIONS, AND THE STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. (GREEN BOOK)2.PUBLIC AND PRIVATE UTILITIES AND THE ACCOMPANYING SUBSTRUCTURES SHOWN ON THESE PLANS ARE FROM AVAILABLE PUBLIC DATA. THECONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES AND SUBSTRUCTURES WITHIN THE CONSTRUCTION LIMITS. DAMAGETO SUCH RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE THE CONTRACTOR'S RESPONSIBILITY.3.ALL UNDERGROUND UTILITY AND OTHER SUBSURFACE WORK SHALL BE COMPLETED PRIOR TO COMPLETING THE FINAL SURFACING OR LANDSCAPING.SEWER LATERALS TO BE INSTALLED PRIOR TO CURB AND GUTTER.4.THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES REGARDING ANY PROBLEMS.
Exp. 3/31/2024NO. C79162REGISTERED PROFESSIONAL ENGINEER
STATE OF CALIFORNIA
CIVILYOUICHI NAKAGAWA
CANNON STREET - SERRANO AVENUE TO SANTIAGO CANYON ROAD
STMH
AB = AGGREGATE BASEAC = ASPHALT CONCRETEBS = BACK OF SIDEWALKCB = CATCH BASINCC = CROWN CASTLECF = CURB FACEC&G = CURB AND GUTTER℄ = CENTERLINECLF = CHAIN LINK FENCECO = CLEANOUTDWY = DRIVEWAYEB = ELECTRICAL BOXE'LY = EASTERLYEMH = ELECTRICAL MANHOLEEG = EDGE OF GUTTEREP = EDGE OF PAVEMENTEX = EXISTINGFD = FOUNDFG = FINISHED GRADEFL = FLOW LINEFS = FINISHED SURFACEGB = GRADE BREAKGM = GAS METERGR = TOP OF GRATEGV = GAS VALVEIRGV = IRRIGATION VALVEINV = INVERTL = LENGTHLT = LEFTL&T = LEAD & TAGMB = MAIL BOXMH = MANHOLEMW = MONITORING WELL N'LY = NORTHERLYNG = NATURAL GROUNDN&T = NAIL & TAGOG = ORIGINAL GROUNDPB = PULL BOXPCC = CONCRETEPL = PROPERTY LINEPP = POWER POLEPROP = PROPOSEDRET = RETAININGRT = RIGHTR/W = RIGHT OF WAYS'LY = SOUTHERLYSDMH = STORM DRAIN MANHOLESMH = SEWER MANHOLESPK = SPIKEST LT = STREETLIGHTSTA = STATIONSW = SIDEWALKTC = TOP OF CURBTSB = TRAFFIC SIGNAL BOXTSP = TRAFFIC SIGNAL POLEUG = UNDERGROUNDUP = UTILITY POLEVARS = VARIESW = WIDTHW'LY = WESTERLYWM = WATER METERWV = WATER VALVE
LEGENDSTREET LIGHTWATER VALVEROADSIDE SIGNSEWER MANHOLEUTILITY PULLBOXTELEPHONE MANHOLEMANHOLETRAFFIC DETECTOR LOOPTRAFFIC SIGNALSTORM DRAIN MANHOLEELECTRICAL MANHOLEWATER METERGAS METERGAS VALVEPOWER POLE
SYMBOLS
DE
1TITLE SHEET2CONSTRUCTION NOTES & TYPICAL SECTIONS3 - 8STREET IMPROVEMENT: PLAN & PROFILE9 - 10RAMP & STREET IMPROVEMENT DETAILS11 - 12STORM DRAIN PLAN13 - 14SIGNING & STRIPING PLAN15TRAFFIC SIGNAL MODIFICATION PLAN16STREET LIGHTING PLAN17 - 20TRAFFIC HANDLING PLAN21 - 23TREE REMOVAL PLAN24 - 30IRRIGATION PLAN31 - 35PLANTING PLAN36 - 40PEDESTRIAN BRIDGE PLAN SHEET INDEXSHEETNAMELOCATION MAPSCALE: 1"=250'
65% PLAN DRAFT 01 YCN 1/26/2024
CITY OF ORANGE
N:\Public Works\ENGINEERING\Design\Projects\SP-4178_Cannon StreetWidening\01_Engineering\Drawings\Sheets\02_SP-4178_TYPICAL SECTION.dwgBy :Gerlene Samia on 1/26/2024 10:02 AM
IMPROVEMENTS PLANCITY OF ORANGE
N20° 49' 39.85"E65.746
N19° 57' 02.86"E43.477
CITY OF ORANGE
N:\Public Works\ENGINEERING\Design\Projects\SP-4178_Cannon StreetWidening\01_Engineering\Drawings\Sheets\03_SP-4178_PLAN.dwgBy :Gerlene Samia on 1/26/2024 8:16 AM
IMPROVEMENTS PLANCITY OF ORANGE
02040 1030
LINE "C4"LINE "C3"
N00° 23' 04.06"E637.125
C2
N00° 23' 04.06"E214.564
CITY OF ORANGE
N:\Public Works\ENGINEERING\Design\Projects\SP-4178_Cannon StreetWidening\01_Engineering\Drawings\Sheets\03_SP-4178_PLAN.dwgBy :Gerlene Samia on 1/26/2024 8:22 AM
IMPROVEMENTS PLANCITY OF ORANGE
02040 1030
LINE "C2"
LINE "C3"
LINE "C4"
N00° 23' 04.06"E637.125
CITY OF ORANGE
N:\Public Works\ENGINEERING\Design\Projects\SP-4178_Cannon StreetWidening\01_Engineering\Drawings\Sheets\03_SP-4178_PLAN.dwgBy :Gerlene Samia on 1/26/2024 8:24 AM
IMPROVEMENTS PLANCITY OF ORANGE
02040 1030
LINE "C1"
CITY OF ORANGE
N:\Public Works\ENGINEERING\Design\Projects\SP-4178_Cannon StreetWidening\01_Engineering\Drawings\Sheets\03_SP-4178_PLAN.dwgBy :Gerlene Samia on 1/26/2024 8:27 AM
IMPROVEMENTS PLANCITY OF ORANGE
02040 1030
LINE "C1"
LINE "C2"
N05° 10' 57.06"E134.930
SL-3
CITY OF ORANGE
N:\Public Works\ENGINEERING\Design\Projects\SP-4178_Cannon StreetWidening\01_Engineering\Drawings\Sheets\03_SP-4178_PLAN.dwgBy :Gerlene Samia on 1/26/2024 8:29 AM
IMPROVEMENTS PLANCITY OF ORANGE
02040 1030
N07° 38' 08.94"W173.570
N16° 26' 53.97"W64.210
02040 1030
CITY OF ORANGE
N:\Public Works\ENGINEERING\Design\Projects\SP-4178_Cannon StreetWidening\01_Engineering\Drawings\Sheets\03_SP-4178_PLAN.dwgBy :Gerlene Samia on 1/26/2024 8:31 AM
IMPROVEMENTS PLANCITY OF ORANGE
CITY OF ORANGE
N:\Public Works\ENGINEERING\Design\Projects\SP-4178_Cannon StreetWidening\01_Engineering\Drawings\Sheets\04_SP-4178_DETAILS.dwgBy :Gerlene Samia on 1/26/2024 8:13 AM
IMPROVEMENTS PLANCITY OF ORANGE
S84° 31' 39.92"E50.500
CITY OF ORANGE
N:\Public Works\ENGINEERING\Design\Projects\SP-4178_Cannon StreetWidening\01_Engineering\Drawings\Sheets\04_SP-4178_DETAILS.dwgBy :Gerlene Samia on 1/26/2024 9:32 AM
IMPROVEMENTS PLANCITY OF ORANGE
REGISTERED PROFESSIONAL ENGINEER
STATE OF CALIFORNIA
CIVIL
REGISTERED PROFESSIONAL ENGINEER
STATE OF CALIFORNIA
CIVIL
IMPROVEMENT PLANSCITY OF ORANGE
N
ONLYR61-7(CA)(MOD)NO TURNU
POLE SCHEDULE
PROTECT IN PLACE EXISTING 5 PHASE PROGRAMMABLE FULLY ACTUATED CONTROLLER INEXISTING TYPE P CONTROLLER CABINET WITH TYPE II SERVICE AND BATTERY BACKUP SYSTEM.TRAFFIC SIGNAL CONSTRUCTION NOTES:REMOVE EXISTING SIGNAL STANDARDS, EQUIPMENT, ADJACENT CONDUIT, AND TRAFFIC PULL BOXES. REMOVE FOUNDATIONCOMPLETE.REMOVE EXISTING PEDESTRIAN SIGNAL HEAD AND MOUNTING.FURNISH AND INSTALL NEW LED COUNTDOWN PEDESTRIAN SIGNAL HEAD AND MOUNTING.RELOCATE EXISTING LED LUMINAIRE ON NEW LUMINAIRE MAST ARM (SEE POLE SCHEDULE).REMOVE EXISTING VEHICLE SIGNAL HEAD AND MOUNTING (SEE POLE SCHEDULE).INSTALL NEW 12-INCH VEHICLE HEAD AND MOUNTING.REMOVE EXISTING PEDESTRIAN/EQUESTRIAN PUSH BUTTON.FURNISH AND INSTALL TYPE B PEDESTRIAN/ PUSH BUTTON PER CALTRANS STANDARD PLAN ES-5C.
TRAFFIC SIGNAL CONSTRUCTION NOTES: (CONT'D)
ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THEPROPERTY OF THE CONTRACTOR.INSTALL CONDUIT INTO EXISTING PULL BOX.SPLICE NEW TO EXISTING CONDUCTORS.
TRAFFIC SIGNAL CONSTRUCTION NOTES: (CONT'D)REMOVE EXISTING IISNS COMPLETE.FURNISH AND INSTALL DOUBLE FACE NU-ART NAIM-72 EDGE LIT LED-S-VPM ISNS. PANELSSHALL BE DOUBLE FACE BLUE/WHITE.FURNISH AND INSTALL NEW POLE STANDARD AND EQUIPMENT AS SHOWN.FURNISH AND INSTALL NEW SIGN(S) AND MAST ARM MOUNTING HARDWARE AS SHOWN ON PLANSPER CALTRANS STANDARD PLAN ES-7N (DETAIL U).RELOCATE EXISTING WIRELESS INTERCONNECT ANTENNA ON NEW POLE.REMOVE EXISTING SIGN(S) AND MAST ARM MOUNTING HARDWARE AS SHOWN ON PLANS.
45 STA 77+12
3 R/W
0657
0655
0658
0656
2 45
STA 73+41 5870
6126
5RC
CC
SC6 R/W
Ex. 8" WATEREx. 12" SEWEREx. 8" SEWER
Ex. COM
Ex. 2"C, EMPTYEx. 2"C, 2#6Ex. NO. 9 PB
STA 70+24Ex. STREET LIGHTPROTECT IN PLACE
353
R/WEx. 48" SDEx. C&G
3 5975 Ex. COM
STA 72+41Ex. STREET LIGHTPROTECT IN PLACE
SC
Ex. C&G
45STA 69+20CCSC
STA 71+36Ex. STREET LIGHTPROTECT IN PLACE
Ex. SCE VAULTR/W1
Ex. 12" WATEREx. GAS6 2
40'42' 6'11'12'10'12'12'6'
7Ex. NO. 5 PB Ex. 2"C, 2#6Ex. 2"C, 3#6Ex. 2"C, 3#6Ex. SCE PB 2#6, 1#8G2#6, 1#8G 2#6, 1#8G2#6, 1#8G
2#6, 1#8G
Ex. 2"C, 2#6
12 Ex. NO. 3 12 PB 12'
CCABRC
STA 75+60Ex. STREET LIGHTPROTECT IN PLACE
32#6, 1#8G
45STA 67+60
7RCABRC7AB
32#6, 1#8G
4STA 66+205
CB
2420
2419
2418 2421
2422 Ex. NO. 3 12 PB
Ex. NO. 3 12 PB
Ex. NO. 3 12 PB
STA 67+23Ex. STREET LIGHTPROTECT IN PLACE
STA 65+20Ex. STREET LIGHTPROTECT IN PLACE
STA 64+47Ex. STREET LIGHTPROTECT IN PLACE
Ex. 112"C, 2#6
Ex. 112"C, 2#6
Ex. 112"C, 2#6
TO EXISTING SERVICEPEDESTAL AT SANTIAGOCANYON ROAD
IMPROVEMENT PLANSCITY OF ORANGEPRELIMINARY ENGINEERING 56 4
321
CC
SC
56 4
321
AB
RC
CONSTRUCTION NOTES
N00 20'40'
LEXINGTON
LEGEND
GENERAL NOTES
POLE AND FIXTURE DATA
STREET LIGHTING PLAN
7 CANNON STREET CB
AVENUE
QUANTITIES
REGISTERED PROFESSIONAL ENGINEER
STATE OF CALIFORNIA
CIVIL
·
ROAD WORKEND
WORKROADAHEAD
SHARETHEROAD
CLOSEDSIDEWALKCLOSEDBIKE LANE
WORKZONE
SPEEDLIMIT35
SPEED ZONE35 MPHAHEAD
SPEEDLIMIT45
CLOSEDTRAIL
REGISTERED PROFESSIONAL ENGINEER
STATE OF CALIFORNIA
CIVIL
·
REGISTERED PROFESSIONAL ENGINEER
STATE OF CALIFORNIA
CIVIL
N
N
·
ROAD WORKEND
WORKROADAHEAD
SHARETHEROAD
CLOSEDSIDEWALKCLOSEDBIKE LANE
WORKZONE
SPEEDLIMIT35
SPEED ZONE35 MPHAHEAD
SPEEDLIMIT45
CLOSEDTRAIL
REGISTERED PROFESSIONAL ENGINEER
STATE OF CALIFORNIA
CIVIL
·
0020'40'
0020'40'
N N
TR-1, IP-2, PP-2TOPTR-1, IP-2, PP-2BOTTOMTR-2, IP-3, PP-3BOTTOM TR-2, IP-3, PP-3TOP TR-3, IP-4, PP-4TOPTR-3, IP-4, PP-4BOTTOM
KEY MAP
CANNON ST
TAFT AVE
SERRANO AVE
SANTIAGO CYN RD
00250'500'
N
EXISTING TREES TO BE REMOVEDTOTAL TREES REMOVED: 33
EXISTING TREES TO REMAIN
LEGEND
NN 0020'40'
0020'40'
0020'40'
N
N 0020'40'
IRRIGATION CONTROLLER, RAINBIRD ESP-12-LXMEF, 12 STATION CONTROLLER, CONTROLLERS A & C TO BE MOUNTED IN STAINLESS STEEL PEDESTAL ENCLOSURE,STRONGBOX SB-16SS, CONTROLLER B TO WALL MOUNTED, STRONGBOX SB-16SSW. FEATURE OPTIONS INCLUDE RAINBIRD RBSS-TN9B RB IQ SPREAD SPEC RADIO (GE), ANDRAINBIRD IQNCCRSW RS-232 NETWORK COMMUNICATION CARTRIDGE. INSTALL PER DETAIL.WATER METER, SENSUS COMPOUND OMNI SERIES, 1" SIZE. SEE PLANS FOR LOCATION. INSTALL PER DETAIL.REDUCED PRESSURED BACKFLOW ASSEMBLY. FEBCO 825Y, 1-1/2", STRONGBOX SBBC-45AL ENCLOSURE, SIZE AS REQUIRED. SEE PLANS FOR LOCATION.CONTRACTOR TO TEST AND CERTIFY ALL BACKFLOW PREVENTION DEVICES.MASTER VALVE, SUPERIOR 3200, 1-1/2" SIZE, NORMALLY CLOSED, FLOW REQUIREMENTS 0-20 GPM. INSTALL PER DETAIL.FLOW SENSOR, RAINBIRD FS150B, 1-1/2" SIZE, WITH OPERATING RANGE OF 4-80 GPM. INSTALL PER DETAIL.GATE VALVE, NIBCO CLASS 125, T-113, SIZE PER LINE. INSTALL PER DETAIL.REMOTE CONTROL VALVE ASSEMBLY, RAINBIRD 100-PEB-PRS-D, 1" SIZE, WITH PRESSURE REGULATING MODULE.BALL VALVE, WATTS LFB6001, 1" SIZE. INSTALL PER DETAIL.DRIP REMOTE VALVE ASSEMBLY, RAINBIRD, XCZ-100-PRB-LC, 1" SIZE, WITH OPERATING RANGE OF 0.3-20 GPM. INSTALL PER DETAIL.QUICK COUPLING VALVE ASSEMBLY, 33-DLRC WITH YELLOW LOCKING RUBBER COVER, 3/4" SIZE. INSTALL BALL VALVE, WATTS LBF6001, BETWEEN MAINLINE CONNECTIONAND QUICK COUPLER AS SHUT OFF. INSTALL PER DETAIL.DEEP WATER BUBBLER ASSEMBLY, RAINBIRD RWS-B-C-1401 W/ RWSGRATE BLACK GRATE, 36" TUBE, 0.25 GPM, TWO PER TREE. INSTALL PER DETAIL.EXISTING WATER MAINLINEIRRIGATION SUPPLY LINE CONNECTION, COPPER TYPE K, 1-1/2" DIA, BETWEEN WATERSERVICE AND REDUCED PRESSURE BACKFLOW ASSEMBLY.MAINLINE, SCH 40 PVC, 1-1/2" DIA, INSTALL PER DETAIL.LATERAL LINE, CLS 200 PVC, 1" UNLESS SPECIFIED ON PLAN, INSTALL PER DETAIL.SLEEVE, SCH 40 PVC, SIZE PER DETAIL. COVER TO BE AS INDICATED IN SPECS. FOR PIPEDEPTH OF COVER, INSTALL PER DETAIL. CONTRACTOR TO PROVIDE EXTRA SLEEVEADJACENT TO PROPOSED SLEEVE WHEN NECESSARY. SIZE SLEEVES PER DETAIL.SUBSURFACE DRIP, RAINBIRD XFS-CV-06-12 DRIPLINE WITH COPPER SHIELDTM TECHNOLOGY, 10' HOLD-BACK, INSTALL PER DETAIL. INSTALLFLUSH VALVES AND AIR RELIEF VALVES PER DETAIL.INSTALL DRIP SYSTEM OPERATION INDICATOR, RAINBIRD XFS FOR SUB-SURFACE DRIPLINE, WITHIN 3 FEET OF IRRIGATION VALVES FORMAINTENANCE. REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. ALL DRIP IRRIGATION INSTALLED ABOVE SURFACEWITH EMITTERS AT 12" O.C.
IRRIGATION LEGEND
MC
VF
1.291-1/2"A-1
CONTROLLER VALVE NUMBERVALVE SIZEAPPROXIMATE GPM THROUGH VALVEPRECIPITATION RATE IRRIGATION NOTES1.THE IRRIGATION SYSTEM IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFYWATER PRESSURE PRIOR TO CONSTRUCTION. REPORT TO THE LANDSCAPE ARCHITECT ANY DIFFERENCE BETWEEN THE WATER PRESSURE SHOWN ON THE DRAWINGS AND THEACTUAL PRESSURE READING AT THE POINT OF CONNECTION. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED IN WRITING PRIOR TO THE START OF CONSTRUCTION,THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS.
2.THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY. INSTALL PIPING AND VALVES IN PLANTINGAREAS WHERE POSSIBLE, AND LOCATE ELECTRIC CONTROL AND QUICK COUPLING VALVES IN GROUND COVER/SHRUB AREAS, 6" TO 12" AWAY FROM EDGE OF SIDEWALK FOREASY ACCESS.
3.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE THEMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, STRUCTURES, AND UTILITIES. THE CONTRACTORSHALL EXERCISE EXTREME CARE AND BE RESPONSIBLE FOR ANY DAMAGE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. THEY SHALL COORDINATE THEIR WORK FORTHE LOCATION OF UTILITIES AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, AND NEAR STRUCTURES. PRIOR TO CONSTRUCTION, CONTACT ALLAPPLICABLE AGENCIES AND U.S.A. AT (800) 642-2444 TO FIELD LOCATE ALL EXISTING UTILITIES.
4.THE CONTRACTOR SHALL FLUSH AND ADJUST ALL LINES, VALVES AND NOZZLES FOR OPTIMUM PERFORMANCE. ADJUST ALL NOZZLES TO ELIMINATE SPRAYING ONTO WALKS,STREETS, BUILDINGS, ETC.
5.FIELD ADJUSTMENTS MAY BE REQUIRED TO PROVIDE OPTIMUM OPERATING EFFICIENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE LANDSCAPEARCHITECT TO REVIEW PROPOSED FIELD ADJUSTMENTS PRIOR TO INSTALLATION. IN THE EVENT THAT NO WRITTEN REQUEST IS RECEIVED BY THE LANDSCAPE ARCHITECT, THECONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS.
6.SLEEVE ALL PRESSURE MAINLINE PIPE, LATERAL PIPE, AND CONTROL WIRES UNDER STREETS AND CONCRETE WALKWAYS WITH THE PROPER SIZE SCH 40 PVC AND DEPTH ASSPECIFIED.
7.DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS DIAGRAMMATICALLY SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADEDIFFERENCES OR DIFFERENCES IN SITE DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN FORESEEN AND CONSIDERED IN THE ENGINEERING. THE CITY ENGINEER SHOULD BEINFORMED IN WRITING OF SUCH OBSTRUCTIONS AND DIFFERENCES, BUT IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULLRESPONSIBILITY FOR ANY REVISIONS AND REPAIR WORK NECESSARY.
8.INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN THE CONSTRUCTION DETAILS. USE "TEFLON" TAPE ON ALL PVC MALE THREADS OF ALL SPRINKLER SWING JOINTS ANDVALVE ASSEMBLIES EXCEPT MARLEX STYLED FITTINGS.
9.CONTRACTOR SHALL VERIFY OPERABILITY OF ALL EXISTING IRRIGATION SYSTEM SHOWN TO REMAIN. 10FOR ADDITIONAL INFORMATION, SEE PROJECT DETAILS AND SPECIFICATIONS.
11.NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEM'S WATERING WILL BE ALLOWED DURING CONSTRUCTION. ALL ADJACENT SYSTEM SHALL MAINTAIN AUTOMATICPROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. IF DISTRIBUTION OF AUTOMATIC IRRIGATION IS INEVITABLE, CONTRACTOR SHALL PROVIDE ANDMAINTAIN SUPPLEMENTAL IRRIGATION FOR EXISTING TREES TO REMAIN THROUGHOUT CONSTRUCTION.
12.CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING & ADJUSTING ANY PORTIONS OF THE EXISTING ADJACENT IRRIGATION SYSTEMS DAMAGED DURINGCONSTRUCTION OF THE IMPROVEMENTS IN THIS CONTRACT.
ID-11
ID-14
ID-12
ID-32
ID-33
ID-13
ID-21
ID-34
ID-22
ID-35
ID-14
ID-36
ID-23-4
ID-15 AB
VF MA
0.4312.621"A-1
0.436.891"A-20.435.281"A-4 BUB8.501"A-3
0020'40'
0020'40'
N N
POINT OF CONNECTION (P.O.C.) LOCATION 'A'CONTRACTOR SHALL CONNECT TO 12" WATER MAIN ATAPPROX. STA 65+10 ON CANNON ST. CONTRACTORSHALL FIELD VERIFY IRRIGATION LOCATION WITH 144 PSI MINIMUM PRESSURE PROVIDED AND ALLOWABLE FLOWOF 20 GPM PRIOR TO CONSTRUCITON.
CONTROLLER LOCATION 'A'INSTALL IRRIGATION CONTROLLER INPARKWAY STRIP PLANTER NEAR STA 65+10.CONTRACTOR TO COORDINATE POWERAND CONDUIT RUN TO THIS LOCATIONFROM POWER SOURCE SPECIFIED ONELECTRICAL PLANS. REFER TO IRRIGATIONLEGEND FOR MORE INFORMATION.
MVF
B
0.435.691"B-2BUB2.501"B-3 BUB9.501"B-1
NN 0020'40'
0020'40'
POINT OF CONNECTION (P.O.C.) LOCATION 'B'CONTRACTOR SHALL CONNECT TO 12" WATER MAIN ATAPPROX. STA 76+40 ON CANNON ST. CONTRACTORSHALL FIELD VERIFY IRRIGATION LOCATION WITH 144 PSI MINIMUM PRESSURE PROVIDED AND ALLOWABLE FLOWOF 20 GPM PRIOR TO CONSTRUCTION.
CONTROLLER LOCATION 'B'INSTALL WALL MOUNTING IRRIGATION CONTROLLERIN THE SIDEWALK PLANTING AREA NEAR STA 76+35.CONTRACTOR TO COORDINATE POWER ANDCONDUIT RUN TO THIS LOCATION FROM POWERSOURCE SPECIFIED ON ELECTRICAL PLANS. REFERTO IRRIGATION LEGEND FOR MORE INFORMATION.
VF
MC
BUB6.001"C-10.4310.351"C-2BUB3.501"C-3
0.435.351"C-4BUB2.001"C-5
0020'40'
N
N 0020'40'
POINT OF CONNECTION (P.O.C.) LOCATION 'C'CONTRACTOR SHALL CONNECT TO 12" WATER MAIN ATAPPROX. STA 85+50 ON CANNON ST. CONTRACTORSHALL FIELD VERIFY IRRIGATION WITH 128 PSI MINIMUMPRESSURE PROVIDED AND ALLOWABLE FLOW OF 20 GPM PRIOR TO CONSTRUCTION.
CONTROLLER LOCATION 'C'INSTALL IRRIGATION CONTROLLER IN THE MEDIANPLANTING AREA NEAR STA 85+50. CONTRACTORTO COORDINATE POWER AND CONDUIT RUN TOTHIS LOCATION FROM POWER SOURCE SPECIFIEDON ELECTRICAL PLANS. REFER TO IRRIGATIONLEGEND FOR MORE INFORMATION. 6"
NOTES:1.ALLOW MINIMUM OF 7-1/2" OF CLEARANCE BEHIND ENCLOSUREFOR FULLY OPENED LID.2.120 VAC POWER AND GROUNDING PER NATIONAL AND LOCALELECTRICAL CODES.3.REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MOREINFORMATION.
KEY:STAINLESS STEEL ENCLOSURESECURE IRRIGATION CONTROLLER TO A VANDALRESISTANT ENCLOSURE AND SECURE ENCLOSURE TOA CONCRETE PAD. SEE IRRIGATION LEGEND FORMANUFACTURER AND MODEL NUMBER OFCONTROLLER AND ENCLOSURE.CONCRETE PAD - INSTALL 3" ABOVE FINISH GRADE INPLANTING AREA OR FLUSH WITH ADJACENTCONCRETE PAVING, AND SLOPE TOP TO DRAIN AT AMINIMUM OF 2% WITH A 6-INCH MINIMUM THICKNESS.PVC SLEEVE WITH 5/8" COPPER GROUND ROD INSIDEGFI OUTLET & SWITCHPLASTIC SHIELD FOR STATION/OPTION CARDSOPTIONAL TWO-WIRE TERMINALCONVENTIONAL WIRED STATION AND OPTIONTERMINALS120 VAC JUNCTION BOX (INCLUDED WITHENCLOSURE)SCH 40 PVC ELECTRICAL SWEEP FOR 120 VAC POWERFINISHED GRADE, 3" BELOW TOP OF CONCRETE PADSCH 40 PVC ELECTRICAL SWEEP FOR FIELD WIRES,EXTEND 6" BEYOND EDGE OF CONCRETE PAD.OPTIONAL STUBBY ANTENNA(S)MOUNTING J-BOLT (4 TYP)LOUVERED VENTS#6 BARE COPPER GROUND WIRE 12 3
45678910111213141516
LIDOPENLIDOPEN
FRONT VIEW
56789
12 163
4 1110
12 1415
2 13
SIDE VIEW
6"
NOTES:1.ENCLOSURE SHALL BE AS INDICATED ONIRRIGATION LEGEND.2.REFER TO BACKFLOW PREVENTER DETAIL FORFURTHER INFORMATION.3.INSTALL ENCLOSURE PER MANUFACTURER'SSPECIFICATIONS.4.REFER TO SPECIFICATIONS AND PLAN SHEETSFOR MORE INFORMATION.
KEY:3/8" U-BOLT PADLOCK. CONTRACTOR SHALLPROVIDE KEYS TO OWNER.CONCRETE PAD, SLOPE TO DRAIN AT 2%.BACKFLOW PREVENTER ENCLOSURE, SEEIRRIGATION LEGEND.FINISH GRADE. 1 23
4 PLAN VIEW
SIDE ELEVATION
1 3
4 2
6"
3"
4" MIN 6"
Xref ..\Masters\22-00092_Border_LAUD.dwg
N.T.S. CITY OF ORANGE PUBLIC WORKS DEPARTMENT STANDARDSWALL MOUNT CONTROLLER AND ENCLOSURE 1ID-1N.T.S. CITY OF ORANGE PUBLIC WORKS DEPARTMENT STANDARDSBACKFLOW ASSEMBLY2ID-1N.T.S. CITY OF ORANGE PUBLIC WORKS DEPARTMENT STANDARDSGATE VALVE3ID-1 N.T.S. CITY OF ORANGE WATER DIVISION STANDARDS1" SERVICE INSTALLATION (COPPER TUBING)4ID-1 N.T.S. CONTROLLER ON PEDESTAL5ID-1N.T.S. BACKFLOW PREVENTER ENCLOSURE6ID-1 3"3"
5.TOP OF THE METER BOX SHALL ALIGN WITH THE PAVING FINISH OR THE TOP OF THE WOODMULCH LAYER.
N.T.S. CITY OF ORANGE PUBLIC WORKS DEPARTMENT STANDARDSREMOTE CONTROL VALVE1ID-2N.T.S. CITY OF ORANGE PUBLIC WORKS DEPARTMENT STANDARDSQUICK COUPLER VALVE2ID-2N.T.S. CITY OF ORANGE PUBLIC WORKS DEPARTMENT STANDARDSTYPICAL TRENCHING3ID-2 N.T.S. CITY OF ORANGE PUBLIC WORKS DEPARTMENT STANDARDSTYPICAL SLEEVING4ID-2 Xref ..\Masters\22-00092_Border_LAUD.dwg
N.T.S. VALVE BOX LAYOUT5ID-2
1'-0"1'-0"1'-0"
1'-0"
12 3
KEY:CIRCULAR VALVE BOX.
JUMBO RECTANGULAR VALVE BOX.
EDGE OF PLANTER.
1 2
3 NOTES:1.CENTER VALVE BOX OVER VALVE.2.PLACE REMOTE CONTROL VALVE ASSEMBLY SHRUB/GROUNDCOVER AREA WHENEVER POSSIBLE. INSTALLIN TURF AREA ONLY IF SHRUB/GROUNDCOVER AREA DOES NOT EXIST ADJACENT TO LAWN.3.SET VALVE BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF PLANTER. SET ALLGROUPINGS OF VALVE BOXES LEVEL WITH EACH OTHER OR AT THE SAME HEIGHT ABOVE GRADE.
3. VALVE IDENTIFICATION TAG TO BE ADDED, REFER TOSPECIFICATIONS.
NOTES:1.REDUCE BENDS, FITTINGS, ETC., FOR DISTANCE EQUAL TO 10X DIAMETER OF PIPE. SIMILAR ON BOTH SIDES OF SENSOR.2.INSTALL FLOW SENSOR A MINIMUM OF 12" FROM STRUCTURES OF HARDSCAPING.3.INSTALL FLOW SENSOR IN PLANTING BEDS WHEREVER POSSIBLE.4.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING.5.INSTALL VALVE BOX SO THAT TOP OF VALVE BOX IS FLUSH WITH ADJACENT HARDSCAPE.6.PLACE 3/4" DIAMETER DRAIN ROCK PRIOR TO INSTALLATION OF VALVE BOX.7.REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION.
KEY:GREEN PLASTIC VALVE BOX AND BOLT DOWNCOVER, AND BOX EXTENSION IS REQUIRED.REFER TO SPECIFICATIONS.PIG TAIL EXPANSION LOOP, 18" MINIMUM.FLOW SENSOR USE WITH PULSE PUTPUTTRANSMITTER OR FLOW MONITOR. SEEIRRIGATION LEGEND AND SPECIFICATIONS.COMMUNICATIONS CABLE. RETURN TOCONTROLLER WITHIN 1" GRAY SCHEDULE 40PVS CONDUIT.SCH 40 PVC MALE ADAPTOR, TYP. TWO (2)PLACES.SCH 80 PVC UNION DOWNSTREAM OF VALVE.BRICK, TYP. THREE (3) PLACES.3/4" DIAMETER DRAIN ROCK BELOW VALVES. 1 23
4 5
678
12 456
3 78
FINISH GRADEBEFORE PLANTING
FLOW6" 18" MIN.PRESSURE MAIN
1/2" IN SEED1-1/2" IN SOD3" IN PLANTING BEDS
KEY:PVC TO DRIP LINE CONNECTION POINT(CENTER FEED SHOWN).DRIP LINE (BURIED 4") WITH EMITTERS. SEELEGEND.AUTOMATIC FLUSH VALVE, TYP.
AIR RELIEF VALVE AT HIGHEST POINT.
BARBED TEE, TYP.
BARBED ELL, TYP.
PVC LATERAL.
PERIMETER/EDGE OF PLANTING AREA.
1 2
3 4
5 6
7 8 NOTES:1.SPACING BETWEEN ROWS VARIES IN SLOPED CONDITIONS. REFER TO DRIP NOTES.2.LOCATE AN AIR-RELIEF VALVE AT THE HIGH POINT OF EACH SYSTEM WITHIN A PLASTIC BOX.3.REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION. 128
3 456 7
18" 6" FROMCURBFLOW
LF AR
KEY:FINISH GRADE.
MAINLINE.GREEN VALVE BOX ANDLOCKING COVER, W/BOX EXTENSIONS ASREQUIRED. SEE SPECS.BALL VALVE, SEEIRRIGATION LEGEND.SCH 80 PVC UNIONDOWNSTREAM OFVALVE.BRICK, TYP. THREE (3)PLACES.3/4" DIA. DRAIN ROCK(NOT TO EXCEEDBOTTOM OF VALVE). 1 2
3 4
5 6
7 NOTES:1.INSTALL BALL VALVE TO A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING.2.INSTALL BALL VALVE IN PLANTING AREAS WHEREVER POSSIBLE.3.PLACE 3/4" DIAMETER DRAIN ROCK PRIOR TO INSTALLATION OF VALVE BOX.4.FINISH GRADE BEFORE PLANTING.5.REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION. 1 2
4 3
5 6
7 3"
6"FLOW
NOTES:1.REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION.2.FOR TREE PLANTING SEE 'TREE PLANTING' DETAIL.
KEY:REFER TO TREE PLANTING DETAIL FOR OTHERREQUIREMENTS.ROOTBALL.
TREE STAKES.
WATER RETENTION BERM.
DEEP WATER BUBBLER ASSEMBLY, SEEIRRIGATION LEGEND FOR MANUFACTURERAND MODEL NUMBER. INSTALL TWO PER TREE.PEA GRAVEL 1/2" DIA.
PVC LATERAL, TYP.
MULCH LAYER.
FINISH GRADE.
1 2
3 4
5 6
7 8
9 EQEQPLAN VIEW
25 111234
56 89
7 12" MIN.
2"
3"
NOTES:1.INSTALL VALVES A MINIMUM OF 1' - 0" FROM STRUCTURES OR HARDSCAPING.2.INSTALL VALVES IN PLANTING BEDS WHEREVER POSSIBLE.3.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING.4.INSTALL VALVE BOX SO THAT TOP OF VALVE BOX IS FLUSH WITH ADJACENTHARDSCAPING.5.PLACE DRAIN ROCK PRIOR TO INSTALLATION OF VALVE BOX.6.BALL VALVE & FITTINGS SHALL BE LINE SIZE UNLESS NOTED OTHERWISE.7.REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION.
KEY:GREEN VALVE BOX WITH BOLT DOWNCOVER AND BOX EXTENSIONS ASREQUIRED. REFER TO SPECIFICATIONS.FLUSH IN PAVED AREAS, 2" INPLANTING BEDS.PIG TAIL EXPANSION LOOP, 18"MINIMUM.BALL VALVE. SEE IRRIGATION LEGENDFOR MANUFACTURER AND MODELNUMBER.ELECTRIC CONTROL VALVE.
CONTROL AND COMMON WIRES.VALVE IDENTIFICATION TAG, REFER TOSPECIFICATIONS.FINISHED GRADE.
DRIP FILTER.LATERAL LINE, ANGLE TO 12"MINIMUM DEPTH AS REQUIRED.STANDARD BRICK , TYP. FOUR (4).SCH 80 PVC UNION DOWNSTREAMOF VALVE.SCH 40 PVC ADAPTER, TYP.3/4" DIAMETER DRAIN ROCK BELOWVALVE. 1 2
3 4
5 6
7 8
9 10
11 12
13 14
6" 2"
12 34
5678910
121314
11 NOTES:1.INSTALL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING.2.INSTALL VALVES IN PLANTING BEDS WHEREVER POSSIBLE.3.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING.4.INSTALL VALVE BOX SO THAT TOP OF VALVE BOX IS FLUSH WITH ADJACENTHARDSCAPE.5.PLACE 3/4" DIAMETER DRAIN ROCK PRIOR TO INSTALLATION OF VALVEBOX.6.BALL VALVE AND FITTINGS SHALL BE LINE SIZE UNLESS NOTED OTHERWISE.7.REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION.
KEY:GREEN VALVE BOX WITH BOLT DOWN COVERAND BOX EXTENSION IF REQUIRED. REFER TOSPECIFICATIONS.FLUSH IN PAVED AREAS, 3" IN PLANTING BEDS.PIG TAIL EXPANSION LOOP, MINIMUM 18".ELECTRIC CONTROL VALVEVALVE IDENTIFICATION TAG.CONTROL AND COMMON WIRESLATERAL LINE, ANGLE TO 12" MINIMUM DEPTHAS REQUIRED.STANDARD BRICK, TYP. FOUR (4) PLACES.SCH 80 PVC UNION DOWNSTREAM OF VALVESCH 40 PVC MALE ADAPTER, TYP. TWO (2)PLACES.3/4" DIAMETER DRAIN ROCK BELOW VALVE. 1 234567
8910
11 6"
1 2
345678
910 11
1/2" IN SEED1-1/2" IN SOD3" IN PLANTING BEDS
Xref ..\Masters\22-00092_Border_LAUD.dwg
N.T.S. BALL VALVE1ID-3N.T.S. MASTER VALVE2ID-3
N.T.S. TREE DEEP WATER BUBBLER ASSEMBLY5ID-3 N.T.S. DRIP REMOTE CONTROL VALVE ASSEMBLY4ID-3N.T.S. SUBSURFACE INLINE DRIP SYSTEM6ID-3 N.T.S. FLOW SENSOR3ID-3
PLANTING LEGENDLABELSCIENTIFIC NAMECOMMON NAMEWATER USAGE(WUCOLS)SIZESPACING TREES LOP CONLOPHOSTEMON CONFERTUSBRISBANE BOXM36" BOXAS SHOWN QUE TOMQUERCUS TOMENTELLAISLAND OAKL36" BOXAS SHOWN
EXISTING TREES TO REMAIN
EXISTING TREES TO REMOVE
SHRUBSEPI CANEPILOBIUM CANUMCALIFORNIA FUCHSIAVL5 GALAS SHOWN ERI FASERIOGONUM FASCICULATUMCALIFORNIA BUCKWHEATVL5 GALAS SHOWN LEY CONLEYMUS CONDENSATUS 'CANYON PRINCE'CANYON PRINCE WILD RYEL5 GALAS SHOWN HES WHIHESPEROYUCCA WHIPPLEICHAPARRAL YUCCAVL5 GALAS SHOWN PEN HETPENSTEMON HETEROPHYLLUSFOOTHILL PENSTEMONL5 GALAS SHOWN SPA AMBSPHAERALCEA AMBIGUADESERT MALLOWL5 GALAS SHOWN GROUNDCOVERSBAC PILBACCHARIS PILULARIS 'PIGEON POINT'DWARF COYOTE BRUSHL1 GAL60" O.C. SAL SPASALVIA SPATHACEAHUMMINGBIRD SAGEL1 GAL36" O.C. CALIFORNIA NATIVE WILDFLOWERSNON-IRRIGATED HYDROSEED MIXLSEEDAS SHOWN OTHERBOULDERSAUBURN BROWN N GOLD BOULDERS FROMEARTHSTONEROCK, (800) 215-7372SIZE A: 18"-24" DIASIZE B: 30"-36" DIAMULCH ONLYROOT BARRIER, INSTALL PER DETAIL NON-IRRIGATED HYDROSEED MIXSCIENTIFIC NAMECOMMON NAMEAPPLICATION RATE(PLS LBS PER 1000 ACRE)GERMINATION RATEPERCENTAGE ACHILLEA MILLEFOLIUMWHITE YARROW1.0085% CLARKIA UNGUICULATAELEGANT CLARKIA1.5083% COLLINSIA HETEROPHYLLACHINESE HOUSES1.0083% ESCHSCHOLZIA CALIFORNICACALIFORNIA POPPY3.0083% GILIA CAPITATAGLOBE GILIA0.5083% GILIA TRICOLORBIRDS EYE0.5083% LASTHENIA CALIFORNICADWARF GOLDFIELDS0.2568% LAYIA PLATYGLOSSATIDY TIPS0.2577% LUPINUS MICROCARPUS DENSIFLORUSGOLDEN LUPINE2.0083% LUPINUS SUCCULENTUSARROYO LUPINE3.0083% MIMULUS AURANTIACUS PUNIECEUSMISSION RED MONKEYFLOWER2.003% NEMOPHILA MACULATEFIVE SPOT1.0083% NEMOPHILA MENZIESIIBABY BLUE EYES2.0083% PHACELIA CAMPANULARIACALIFORNIA BLUEBELLS1.0083% SISYRHINCHIUM BELLUMBLUE EYED GRASS1.0078% TOTAL:20.00 PD-11
PD-12
PD-15
PD-14
PD-13
PLANTING NOTES1.BARK MULCH: INSTALL A UNIFORM THREE INCH LAYER OF BARK MULCH, SEE SPECS, IN ALL PLANTING AREAS, INCLUDING VINE PLANTING STRIP. MULCH SHALL NOT TOUCH TREETRUNKS. MULCH SAMPLE SHALL BE SUBMITTED AND APPROVED BY CITY ENGINEER PRIOR TO INSTALLATION.
2.EXISTING PLANT MATERIAL: PROTECT ALL EXISTING PLANT MATERIAL TO REMAIN. SEE CIVIL PLANS. AVOID OR MINIMIZE SOIL DISTURBANCE WITHIN OR NEAR EXISTING TREES TOREMAIN. CONTRACTOR TO REPAIR ANY DAMAGES INCURRED AS A DIRECT RESULT OF THIS CONTRACT TO THE OWNER'S SATISFACTION AT NO ADDITIONAL COST.
3.TOPSOIL: CONTRACTOR SHALL EXCAVATE ALL PLANTING AREAS, PER CIVIL PLANS. A MINIMUM OF 24" DEPTH. ALL EXISTING GRAVEL, ROADWAY PAVEMENT AND AGGREGATEBASE WITHIN THE PLANTING AREAS SHALL BE REMOVED BEFORE INSTALLING AMENDED TOPSOIL. TOPSOIL SHALL BE INSTALLED 3" BELOW FINISH GRADE OF SURROUNDINGHARDSCAPE TO ALLOW FOR 3" LAYER OF MULCH. REFER TO CIVIL PLANS FOR PLANTING AREA GRADING AND SLOPES.
4.SOILS TESTING: SEE SPECIFICATIONS FOR TESTING OF TOPSOIL AND AMENDMENTS. IN ADDITION, CONTRACTOR SHALL SUBMIT A FIVE GALLON SAMPLE OF NATIVE TOPSOIL FROMANY AREAS PREVIOUSLY COVERED BY PAVING, TO WAYPOINT ANALYTICAL, (714) 282-8777, FOR CONTAMINATION TESTING. TESTING REQUIRES FOUR TO FIVE WEEKS.CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR TESTING PRIOR TO CONSTRUCTION.
5.ROOT BARRIERS: CONTRACTOR SHALL INSTALL LINEAR ROOT BARRIER ANYWHERE TREES ARE LOCATED WITHIN 5-FEET OF PAVEMENT AS SHOWN ON PLANS, PER SPECIFICATIONS.SEE DETAIL.
6.TREES: INSTALL PER PLANS AND DETAILS.
7.SHRUB AND GROUNDCOVER: SHRUBS AND GROUNDCOVER SHALL NOT BE PLANTED WITHIN 3' MINIMUM OF ANY TREES. INSTALL PER DETAILS.
8.PROPOSED TREE QUANTITIES:TOTAL TREES REMOVED: 33TOTAL TREES PROPOSED: 65 HES WHI18
PARKWAY STRIP TREATMENTOPTION 1: CALIFORNIA NATIVE WILDFLOWER MIX.OPTION 2: DECOMPOSED GRANITE, BOULDER ANDWEED BARRIER (UNDERNEATH).
SPA AMB32
EPI CAN82
SAL SPA94
ERI FAS25
PEN HET56
BAC PIL20
LEY CON106QUE TOM17
MULCH ONLY AREA, 12" FROMTHE BACK OF THE CURB, TYP.
BOULDER B, TYP.
5'-0"
5' WIDE CLEARANCE ZONE TREATMENTOPTION 1: BARK MULCH AND WEED BARRIERUNDERNEATH.OPTION 2: DECOMPOSE GRANITE, BOULDER ANDWEED BARRIER (UNDERNEATH). 5'-0"
0020'40'
0020'40'
N N
5' WIDE CLEARANCE ZONE TREATMENTOPTION 1: BARK MULCH AND WEED BARRIERUNDERNEATH.OPTION 2: DECOMPOSE GRANITE, BOULDER ANDWEED BARRIER (UNDERNEATH).
PARKWAY STRIP TREATMENTOPTION 1: CALIFORNIA NATIVE WILDFLOWER MIX.OPTION 2: DECOMPOSED GRANITE, BOULDER ANDWEED BARRIER (UNDERNEATH).
BOULDER A, TYP.
SITE NOTES:
FROM THE RECENT SITE VISIT, BLACK
MUSTARD (BRASSICA NIGRA) IS FOUND
OCCUPYING THE PLANTING AREA ON BOTH
SIDES OF THE EXISTING TRAIL NEAR STA 58+00
TO 69+00. THIS PLANT IS CONSIDERED
INVASIVE THAT OFTEN OUT-COMPETES THE
NATIVE VEGETATION. PER PREVIOUS MEETING
CONVERSATION, THE CITY IS INTERESTED TO
UTILIZE NATIVE, NON-IRRIGATE SEED MIX FOR
THE PARKWAY STRIP. IN THIS CASE,
EXCAVATION OF EXISTING SOIL MIGHT BE
NEEDED TO REMOVE THE BLACK MUSTARD,
AND BACK FILL WITH IMPORTED TOP SOIL.
THEN A THOUGHTFUL WEED ABATEMENT
PROGRAM AND CONSISTENT LONG-TERM
MAINTENANCE EFFORT IS REQUIRED FOR THIS
AREA TO AVOID THE BLACK MUSTARD TAKING
OVER THE AREA. THEREFORE, TWO OPTIONS
ARE PROVIDED AT THIS PHASE FOR CITY'S
CONSIDERATION.
LOP CON8
MULCH ONLY AREA, TYP.
LOP CON12
MULCH ONLY AREA, TYP.
SAL SPA8
HES WHI10SPA AMB8
PEN HET14 ERI FAS10
LEY CON8EPI CAN8
BAC PIL11
QUE TOM5
MULCH ONLY AREA, 12" FROMTHE BACK OF THE CURB, TYP.
NN 0020'40'
0020'40'
BOULDER A, TYP.BOULDER B, TYP.
6'-0" TYP.
6'-0" TYP.
PARKWAY STRIP TREATMENTOPTION 1: CALIFORNIA NATIVE WILDFLOWER MIX.OPTION 2: DECOMPOSED GRANITE, BOULDER ANDWEED BARRIER (UNDERNEATH).
MULCH ONLY AREA, TYP.
LOP CON12
SAL SPA38BAC PIL14
HES WHI10 SPA AMB10
LEY CON32ERI FAS14
EPI CAN14PEN HET12
QUE TOM7
MULCH ONLY AREA, 12" FROMTHE BACK OF THE CURB, TYP.
HES WHI12
SPA AMB12
QUE TOM4
ERI FAS8
BAC PIL9
PEN HET14
EPI CAN4
LEY CON8SAL SPA7
MULCH ONLY AREA, 12" FROMTHE BACK OF THE CURB, TYP.
0020'40'
N
N 0020'40'
BOULDER A, TYP.BOULDER B, TYP.
BOULDER B, TYP.BOULDER A, TYP.
6'-0" TYP.
KEY:ROOT BARRIERTREE WELLTREE AND ASSOCIATED ROOT BALL, CENTER INTREE WELL.BARK MULCHADJACENT CONCRETE PAVEMENT, SEE CIVILPLANS.CONCRETE SCORE JOINTCURB 123
45 67
12345
543
1 SECTION VIEW
PLAN VIEW
6'-0"
4'-0"
65 7
N.T.S. TREE WELL6PD-1
N.T.S. CITY OF ORANGE PUBLIC WORKS DEPARTMENT STANDARDSTREE PLANTING 1PD-1N.T.S. CITY OF ORANGE PUBLIC WORKS DEPARTMENT STANDARDSSHRUB AND VINE PLANTING2PD-1N.T.S. CITY OF ORANGE PUBLIC WORKS DEPARTMENT STANDARDSSHRUB & GROUNDCOVER SPACING3PD-1 SECTION VIEW:
KEY:TREE PLANTING
BARK MULCH, REFER TO SPECIFICATIONS
ADJACENT CURB OR PAVEMENT, SEE PLAN
NATIVE OR IMPORT SOIL
LINEAR ROOT BARRIER, BY DEEPROOT, INC. ORAPPROVED EQUAL. INSTALL CENTERED ONTREE, PARALLEL TO ALL HARD EDGES LESSTHAN 5'-0" FROM TREE. ALL CORNERS SHALL BE90 DEGREES. CONNECT ALL CORNERS WITHMANUFACTURER'S COUPLINGS. INSTALL PERMANUFACTURER'S SPECIFICATIONS. ALIGNTOP OF ROOT BARRIER PANELS FLUSH WITHFINISHED GRADE IN PLANTER 1 2
3 4
5 10'-0" CL
PLAN VIEW:PLANTER
NOTES:1.REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION. 123
5 4
3 1
5 NOTES:1.BOULDERS TO BE PLACED 1/3 HEIGHT INTO GRADE WITH NO ACUTE ANGLES BETWEEN ROCK FACE AND FINISHGRADE. MINIMUM SIZE 18" IN DIAMETER. LANDSCAPE ARCHITECT TO FIELD VERIFY PLACEMENT OF ALL BOULDERS.
KEY:BOULDER A: 18" - 24" DIA
BOULDER B: 30" - 36" DIA
PLANTING, SEE PLANTING PLAN AND SPECIFICATIONS
1 2
3 1
21 3
N.T.S. TREE ROOT BARRIER4PD-1N.T.S. BOULDER PLACEMENT5PD-1 COVERED BY 3" BARK MULCH
COVERED BY 3" BARK MULCH
IMPROVEMENT PLANSCITY OF ORANGEPRELIMINARY ENGINEERING Exp. 03/31/25NO. S6838KHALIUN ODGIIV
REGISTERED PROFESSIONAL ENGINEER
STATE OF CALIFORNIA
CIVIL
NOTE:THE CONTRACTOR SHALL VERIFY ALLCONTROLLING FIELD DIMENSIONS BEFOREORDERING OR FABRICATING ANY MATERIAL.
N
ΔΔ
IMPROVEMENT PLANSCITY OF ORANGEPRELIMINARY ENGINEERING Exp. 03/31/25NO. S6838KHALIUN ODGIIV
REGISTERED PROFESSIONAL ENGINEER
STATE OF CALIFORNIA
CIVIL
NOTE:THE CONTRACTOR SHALL VERIFY ALLCONTROLLING FIELD DIMENSIONS BEFOREORDERING OR FABRICATING ANY MATERIAL.
IMPROVEMENT PLANSCITY OF ORANGEPRELIMINARY ENGINEERING Exp. 03/31/25NO. S6838KHALIUN ODGIIV
REGISTERED PROFESSIONAL ENGINEER
STATE OF CALIFORNIA
CIVIL
NOTE:THE CONTRACTOR SHALL VERIFY ALLCONTROLLING FIELD DIMENSIONS BEFOREORDERING OR FABRICATING ANY MATERIAL.
N
IMPROVEMENT PLANSCITY OF ORANGEPRELIMINARY ENGINEERING Exp. 03/31/25NO. S6838KHALIUN ODGIIV
REGISTERED PROFESSIONAL ENGINEER
STATE OF CALIFORNIA
CIVIL
NOTE:THE CONTRACTOR SHALL VERIFY ALLCONTROLLING FIELD DIMENSIONS BEFOREORDERING OR FABRICATING ANY MATERIAL.
N
IMPROVEMENT PLANSCITY OF ORANGEPRELIMINARY ENGINEERING Exp. 03/31/25NO. S6838KHALIUN ODGIIV
REGISTERED PROFESSIONAL ENGINEER
STATE OF CALIFORNIA
CIVIL
NOTE:THE CONTRACTOR SHALL VERIFY ALLCONTROLLING FIELD DIMENSIONS BEFOREORDERING OR FABRICATING ANY MATERIAL.
IMPROVEMENT PLANSCITY OF ORANGEPRELIMINARY ENGINEERING NOTE:THE CONTRACTOR SHALL VERIFY ALLCONTROLLING FIELD DIMENSIONS BEFOREORDERING OR FABRICATING ANY MATERIAL.
SANTIAGO CREEK