Latest Construction Plans - Bureau of Sanitation

1 2 3 4 5 67 8 9 10 11 12 13 14 151250161249L124812471246K1245124429052JMATCHLINE124112421243SHEET 2SHEET 1DIRT12391240I12381237123612351234H1233TOE OF SLOPE123212311230GDIRT ROADEDGE OF PAVEMENTREVISION DATES(DESIGN STAGE ONLY)FEDCBAAC122012196'H,8"WBLOCK WALLPARKWAYCONC1218PLANTERAREAGRASS1214RAMP12172'W CONCGUARD RAIL1214ACEDGE OF PAVEMENT1216DWYDIRT ROAD8" PVCPIPE1215AIR MONITORINGUNIT6' CHAINLINK FENCETOP OF SLOPEGATEDIRTTOE OF SLOPEAC1214DIRT ROADTOP OF SLOPETOP OF SLOPETOE OF SLOPEBOULDERSEDGE OF PAVEMENTDWYTOE OF SLOPE1213DIRTDIRT ROADDWYWALL12151214121312161217STONERETAININGWALL12201219121812241212AC1225DIRT1226DWY122712281229BOULDERS1230DIRTTOE OF SLOPEDIRTSTONERETAININGWALL1211WALLSTONERETAININGWALLCONCRETECONCRETECONCRETAININGWALLWALLSTONERETAININGWALLDIRT ROADDIRTLEGENDMANHOLESEWER MAINTHOLESTORM DRAIN MHPOWER MHTELEPHONE MHSEWER CLEAN-OUTCURB DRAINTRAFFIC SIGNAL PULLBOXELECTRIC PULLBOXPULLBOXWATER METERGAS VALVEWATER VALVELEGEND LINE TYPESTREET CENTERLINEFENCE CHAIN LINKFENCE WOODFENCE WIFWALLSIDE WALKDRIVEWAYSCURBFLOW LINECONCRETE GUTTEREDGE OF CONCRETEEDGE OF PAVEMENTTOPTOEGRADE CHANGE(CITY DISTRICT MAPS)PROPERTY LINESEASEMENT LINEPAPLANTER AREALIGHT STANDARDTRAFFIC STANDARDLIGHT & TRAFFIC STANDARDPARKING METERELEC. VENTSIGNFIRE HYDRANTGUARD POSTPOWER POLEGUY WIRETREE-SIZE IN INCHESPALM TREE-SIZE IN INCHESMARK KINDIG 7805GOR MKRTCHYANSHAWN STEVENSSITE SURVEYLOPEZ CANYON EQUESTRIAN STAGING AREAE1907351GOR MKRTCHYAN11950 LOPEZ CANYON ROADLOS ANGELES, CA 913421 2 3 4 5 6 7 8 9 10 11 12 13 14 1516

1 2 3 4 5 67 8 9 10 11 12 13 14 151254161253L125212511250K12491248290521247JDIRT124612451244MATCHLINEI124312421241SHEET 2SHEET 112401239H1238123712361235G1234FEEDGE OF PAVEMENT123112301229122812271226122512331232MARK KINDIG 7805GOR MKRTCHYANSHAWN STEVENSGOR MKRTCHYAN12241223DIRT ROADDIRTTOP OF SLOPEREVISION DATES(DESIGN STAGE ONLY)DCBALEGEND LINE TYPESTREET CENTERLINEFENCE CHAIN LINKFENCE WOODFENCE WIFWALLSIDE WALKDRIVEWAYSCURBFLOW LINECONCRETE GUTTEREDGE OF CONCRETEEDGE OF PAVEMENTTOPTOEGRADE CHANGE(CITY DISTRICT MAPS)PROPERTY LINESEASEMENT LINELEGENDMANHOLESEWER MAINTHOLESTORM DRAIN MHPOWER MHTELEPHONE MHSEWER CLEAN-OUTCURB DRAINTRAFFIC SIGNAL PULLBOXELECTRIC PULLBOXPULLBOXWATER METERGAS VALVEWATER VALVEPAPLANTER AREALIGHT STANDARDTRAFFIC STANDARDLIGHT & TRAFFIC STANDARDPARKING METERELEC. VENTSIGNFIRE HYDRANTGUARD POSTPOWER POLEGUY WIRETREE-SIZE IN INCHESPALM TREE-SIZE IN INCHES12221221EDGE OF PAVEMENTCONCAC122012196'H,8"WBLOCK WALLPARKWAYCONC1218PLANTERAREAGRASS1214RAMP12172'W CONCGUARD RAIL1214ACEDGE OF PAVEMENT1216DWY8" PVCPIPE1215AIR MONITORINGUNIT6' CHAINLINK FENCEGATETOE OF SLOPESITE SURVEYLOPEZ CANYON EQUESTRIAN STAGING AREAE190735111950 LOPEZ CANYON ROADLOS ANGELES, CA 913421 2 3 4 5 6 7 8 9 10 11 12 13 14 1516

M1 2 3 4 5 6 7 8DEMOLITION NOTES:1. ALL REMOVALS SHALL BE PROPERLY DISPOSED OF OFF-SITE.2. LOCATIONS OF EXISTING EQUIPMENT/ SITE ELEMENTS ARE SHOWN SCHEMATICALLY FORTHE CONVENIENCE OF THE CONTRACTOR. CONTRACTOR TO VERIFY EXACT LOCATIONFROM SITE SURVEY AND IN FIELD. CONTRACTOR SHALL BRING TO THE ATTENTION OF THEPROJECT MANAGER ANY CONFLICTS.9 10 11 12 1314 15 16NOT FORCONSTRUCTIONL3. ALL EXISTING TREES ARE TO REMAIN UNLESS INDICATED OTHERWISE ON THE PLAN ANDSHALL BE PROTECTED PER TREE PROTECTION SECTION IN THE PROVIDED LANDSCAPECONSTRUCTION NOTES, L001.4. ALL FUNCTIONING, EXISTING UTILITIES SHALL BE PROTECTED IN PLACE UNLESSOTHERWISE NOTED. ALL UTILITY AND/OR PULL BOXES TO REMAIN SHALL BE RE-SET TONEW FINISH GRADE PER LA CITY STANDARDS.5. ALL COMPONENTS OF ADJACENT IRRIGATION SYSTEMS (VALVES, HEADS, LATERALS,CONTROL WIRING, ETC.) SHALL BE PRESERVED AND RETAINED. CONTRACTOR ISRESPONSIBLE FOR ANY DAMAGE TO ADJACENT IRRIGATION SYSTEMS AND SHALL REPAIRAT NO COST TO THE CITY.K6. ALL PULL BOXES AND SPLICE BOXES, ETC. FOR ELECTRICAL SYSTEMS SHALL BE RETAINEDAND PRESERVED IN EXISTING CONDITION. CONTRACTOR IS RESPONSIBLE FOR ANYDAMAGE TO EXISTING COMPONENTS. MEET WITH PM PRIOR TO DEMOLITION TO VERIFYLOCATION OF ELECTRICAL SYSTEM, IF NECESSARY.7. ALL ADJACENT IRRIGATION SYSTEMS SHALL REMAIN OPERABLE DURING DEMOLITION ANDCONSTRUCTION PHASE.8. ALL EXISTING SITE ELEMENTS (INCLUDING FENCING, POLES, WALLS, CONCRETE PADS, ACSURFACING) NOT INDICATED ON PLAN FOR REMOVAL SHALL BE PROTECTED IN PLACE.JKEY:CLEAR AND SCRAPE EXISTING VEGETATION, DISPOSE OF DEBRISPROPERLY OFF SITE.HREMOVE EXISTING TREE, DISPOSE OF DEBRIS PROPERLY OFF SITE.PROTECT CHAIN LINK FENCE AND GATE IN PLACE.PROTECT RIVER ROCK WALLS IN PLACE.PROTECT EXISTING WALL IN PLACE.PROTECT CONCRETE PAD IN PLACE.N ISHITH DHAN DHAGPROTECT EXISTING DIRT ROAD SIGNATURE IN PLACE.EXISTING UTILITY POLES AND GUY WIRES TO BE PROTECTED IN PLACE.EXISTING AIR MONITORING UNIT TO BE PROTECTED IN PLACE.FEEXISTING ROW OF BOULDERS TO BE PROTECTED IN PLACE.LEGENDEEEFNISHITH DHANDHA 5135 5135NISHITH DHANDHANISHITH DHANDHAJANE STEVE ADRIAN DAVISMAHMOOD KARIMZADEH, A.I.A., PRINCIPAL ARCHITECTEXISTING VEGETATION TO BE REMOVEDECONCRETE PAVEMENT TO BE PROTECTEDIN PLACEFREVISION DATE: 5/17/2012 2:58 PM FILE: D:\LOPEZ CYN-EQUESTRIAN-HORSE TRAIL\DRAWINGS\LCE-DEMO.DWGREVISION DATES(DESIGN STAGE ONLY)DCBADIRT ROAD SIGNATURE TO BE PROTECTED IN PLACEEXISTING TREE/PALM TO BE REMOVEDX X EXISTING CHAIN LINK FENCE/GATE TO BE PROTECTED IN PLACEEXISTING BOULDERSEXISTING TREE TO BE PROTECTED IN PLACEEXISTING WALLS TO BE PROTECTED IN PLACEDJCall Toll Free1-800-227-2600TWOWORKING DAYSBEFORE YOUDIGUnderground Service Alertof Southern California0 10' 20'40'SCALE: 1/20" = 1'-0"E1906881---LOPEZ CANYON EQUESTRIAN STAGING AREA11950 LOPEZ CANYON ROAD,LOS ANGELES, CA 913421 2 3 4 5 6 7 89 10 11 12 131415 16PLOTTED: 5/18/2012 9:31 AM

1 2 3 4 5 6 7 89 10 11 12 1314 15 16NOT FORMAKEY:INSTALL NEW CRUSHED AGGREGATE PAVING SURFACE, DETAIL A9/L403.CONSTRUCTIONBNEW CONCRETE PAVING, DETAIL E13/L403 AND J13/L403.CNEW HORSE WATERER, DETAIL A1/L403.LDNEW CONCRETE MOW STRIP, DETAIL J5/L403.ENEW 6" CONCRETE CURB, DETAIL A5/L403.FNEW CONCRETE PICNIC TABLE ON HARDSCAPE, DETAIL A13/L403.GNEW CONCRETE RETAINING WALL, DETAIL A13/L405.KHINEW STA-LOK OR APPROVED EQUAL NATURAL SURFACE PAVEMENT,DETAIL J9/L403.NEW 2' -3' DIA. BOULDERS, DETAIL E5/L403.GAR5-1AOJNEW METAL TRASH RECEPTACLE, DETAIL J13/L404.KNEW ACCESSIBLE DRINKING FOUNTAIN, DETAIL E1/L404.R6-1OLNEW EQUESTRIAN HITCHING POST, DETAIL J1/L403.JMNONEW DOUBLE-LEAF RINO GATE, DETAIL A1/L404.INSTALL CONSTRUCTION SIGN - FINAL LOCATION TO BE APPROVED BYPROJECT MANAGER, DETAIL J1/L404.INSTALL DIRECTIONAL SIGNAGE, DETAIL A9/L405.TYP.BEHTYP.BLEGENDEGITYP.DIGN ISHITH DHAN DHAGCRUSHED AGGREGATE PAVEMENT, SEE DETAIL A9/L403R6-1OOR5-1ACONCRETE PAVEMENT, SEEDETAIL E13 AND J13, SHT. L403FESTA-LOK NATURAL PAVEMENT SURFACE, SEEDETAIL J9, SHT. L403GRADED AND COMPACTED NATIVE SOIL AT 95%COMPACTIONEXISTING BOULDERSENGR6-1OANISHITH DHANDHA 5135NISHITH DHANDHANISHITH DHANDHAJANE ADRIANMAHMOOD KARIMZADEH, A.I.A., PRINCIPAL ARCHITECTREVISION DATE: 5/18/2012 9:16 AM FILE: D:\LOPEZ CYN-EQUESTRIAN-HORSE TRAIL\DRAWINGS\LCE-CONSTR.DWGREVISION DATES(DESIGN STAGE ONLY)DCBACall Toll Free1-800-227-2600TWOWORKING DAYSBEFORE YOUDIGUnderground Service Alertof Southern California0 10' 20'40'SCALE: 1/20" = 1'-0"E1906881---LOPEZ CANYON EQUESTRIAN STAGING AREA11950 LOPEZ CANYON ROAD,LOS ANGELES, CA 913421 2 3 4 5 6 7 89 10 11 12 131415 16PLOTTED: 5/18/2012 9:34 AM

1 2 3 4 5 6 7 89 10 11 12 1314 15 16NOT FORMAKEY:INSTALL NEW CRUSHED AGGREGATE PAVING SURFACE, DETAIL A9/L403.CONSTRUCTIONBNEW CONCRETE PAVING, DETAIL E13/L403 AND J13/L403.CNEW HORSE WATERER, DETAIL A1/L403.LDNEW CONCRETE MOW STRIP, DETAIL J5/L403.ENEW 6" CONCRETE CURB, DETAIL A5/L403.FNEW CONCRETE PICNIC TABLE ON HARDSCAPE, DETAIL A13/L403.GNEW CONCRETE RETAINING WALL, DETAIL A13/L405.KHINEW STA-LOK OR APPROVED EQUAL NATURAL SURFACE PAVEMENT,DETAIL J9/L403.NEW 2' -3' DIA. BOULDERS, DETAIL E5/L403.JNEW METAL TRASH RECEPTACLE, DETAIL J13/L404.KNEW ACCESSIBLE DRINKING FOUNTAIN, DETAIL E1/L404.LNEW EQUESTRIAN HITCHING POST, DETAIL J1/L403.JMNEW DOUBLE-LEAF RINO GATE, DETAIL A1/L404.NINSTALL CONSTRUCTION SIGN - FINAL LOCATION TO BE APPROVED BYPROJECT MANAGER, DETAIL J1/L404.OINSTALL DIRECTIONAL SIGNAGE, DETAIL A9/L405.EHLEGENDLEN ISHITH DHAN DHAGCRUSHED AGGREGATE PAVEMENT, SEE DETAIL A9/L403DCONCRETE PAVEMENT, SEEDETAIL E13 AND J13, SHT. L403CFESTA-LOK NATURAL PAVEMENT SURFACE, SEEDETAIL J9, SHT. L403GRADED AND COMPACTED NATIVE SOIL AT 95%COMPACTIONEXISTING BOULDERSNISHITH DHANDHA 5135NISHITH DHANDHANISHITH DHANDHAJANE ADRIANMAHMOOD KARIMZADEH, A.I.A., PRINCIPAL ARCHITECTREVISION DATE: 5/18/2012 9:16 AM FILE: D:\LOPEZ CYN-EQUESTRIAN-HORSE TRAIL\DRAWINGS\LCE-CONSTR.DWGREVISION DATES(DESIGN STAGE ONLY)DCBACall Toll Free1-800-227-2600TWOWORKING DAYSBEFORE YOUDIGUnderground Service Alertof Southern California0 10' 20'40'SCALE: 1/20" = 1'-0"E1906881---LOPEZ CANYON EQUESTRIAN STAGING AREA11950 LOPEZ CANYON ROAD,LOS ANGELES, CA 913421 2 3 4 5 6 7 89 10 11 12 131415 16PLOTTED: 5/18/2012 9:34 AM

1 2 3 4 5 6 7 89 10 11 12 1314 15 16ML3'-6"12"9"6"2-1/2" SCH.40 GALVSTEEL PIPE1/412" RADIUS2" SCH. 40 GALV.STEEL PIPE POSTS.FINISH GRADED.G. TRAIL12"6" 2"1"PIPE CONNECTION DETAIL2-1/2" DIA. SCH. 40 STEEL PIPEBUTT PIPE ENDS TIGHT8" LONG X 2" DIA. SCH. 40STEEL PIPE INSERT.DRILL A 1/8" DIA. ALIGNMENTHOLE (2" IN FROM PIPE'S END.)ONE 3/16" HAMMER-HIT BLINDRIVET AT BOTTOM OF RAIL. SETINTO 1/4" DIA. DRILLED HOLE.Set mow strip flush with adjacentpaving where occurs6"1/2" radius outsidetop cornerFinish grade -ground coveror lawnBASE AGGREGATE SHALL CONSISTOF CRUSHED MISC. BASENOT FORFill void with approved elastomericcompound, color to match concrete.CONSTRUCTIONFIRST POUR3" 3"#4 rebar 3 inch clear of edge, typical both sidesApply heavy coat of axle grease all aroundexposed end of dowel before second pour.3"SECOND POUR5 1/2"KJ2'3"1'POST DETAILUNDISTURBED SOIL ORDISTURBED SOIL COMPACTEDTO 90% RELATIVE COMPACTIONCONCRETE FOOTINGCROWN TOP, SLOPEAWAY FROM POST.NOTES:1. GRIND SMOOTH AND RECOAT ALL WELDEDAREAS WITH METALIZING PROCESS.2. RECOAT ALL BEND AREAS WITH METALIZINGPROCESS.12" RAD.3'-0"PIPE CONNECTIONBETWEEN POSTS AT20'-0" O.C. MAX.10'-0" 10'-0" 10'-0" 10'-0"PIPE CONNECTION ELEVATIONCompacted naturalsubgrade#3 REBAR CONTINUOUS,CENTEREDNOTES:1- Score mow strip at max. 10' O.C. and at all changes in direction similar toconcrete paving detail.2- When mow strip is installed adjacent to existing A.C. paveing, the existing A.C.paving shall be sawcut 12" from the edge of the mow strip and new asphaltconcrete placed after mow strip is in place.NOTES:1. STA-LOK PAVEMENT OR APPROVED EQUAL, GOLD IN COLOR, SHALL BE INSTALLED ATA COMPACTED DEPTH OF 2" OVER APPROVED BASE AGGREGATE. COMPACTION SHALLBE ACCOMPLISHED USING STATIC DRUM ROLLER COMPACTION EQUIPMENT OFAPPROPRIATE SIZE TO THE PROJECT, SEE LANDSCAPE CONSTRUCTION NOTES FORADDITIONAL REQUIREMENTS.2. SUBGRADE TO BE COMPACTED PER SPECIFICATIONS AND SHALL BE GRADED TOPROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES.3. ALL EDGES TO BE RETAINED AS PER CONSTRUCTION PLAN. SEE DETAIL J5/L403 FORWHEN EDGED BY CONC. MOWSTRIP.4. STA-LOK IS A PRODUCT OF STABILIZER SOLUTIONS, INC., DISTRIBUTED BY WESTCOAST SAND AND GRAVEL, BUENA PARK, CA, 800-522-0282. INSTALL PER MANUF.'SSPECIFICATIONS.5. ADDITIONAL PRODUCT INFORMATION AND ON-SITE INSTALLATION CONSULTATION,CONTACT STA-LOK REPRESENTATIVE, BRADY KOOIMAN, 800-522-0282.1/4 inch thick sealtight premolded asphaltic joint material,set 1 inch below finish grade.18 inch long No. 3 rebar, spaced @ 24"maximum center to center across paved surface. Maintainclearance of 3 inches minimum from any outside edge.Reinforced concrete pavingper DetailsSECTIONNOTE:1. Maintain line and grade at expansion joints.2. Expansion joint shall be place at max. spacing of every 20' unless otherwisespecified on the Construction Plan.J1N.T.S.STEEL TUBE EQUESTRIAN RAIL DETAILRP VERSION 7/11/94- JHP,RGRP DETAIL 582J5N.T.S.CONCRETE MOW STRIPRP DETAIL 320J9N.T.S.STA-LOK NATURAL PAVEMENTRP DETAIL 100J13NTSDOWELED EXPANSION JOINTRP DETAIL 307HTURFFRAME AND GRATE,SEE NOTES.6"6"1/4" WASH AT TOP RIM, TYPICAL ATPERIMETER.1/2" TOOLED RADIUS ALL AROUND.FINISH GRADE5 1/2" thick concrete.Medium broom finish.Color: Natural grayScore line pernote 1#4 bars at 24 incheson center both ways.Place bars on chairs1/2" radius, typical at edgesPlanting or hardscapeedge condition varies:-if hardscape, flush-if planting, 1" belowfinish surfaceN ISHITH DHAN DHAREVISION DATE: 5/18/2012 9:18 AM FILE: D:\LOPEZ CYN-EQUESTRIAN-HORSE TRAIL\DRAWINGS\LCE_CONDET.DWGREVISION DATES(DESIGN STAGE ONLY)GFEDCBA6"2' x 2' x 4' SUMP, FILL WITH3/4" CRUSHED ROCK.LINESIDES, BOTTOM AND TOPOF SUMP WITH AMOCO4545 FILTER FABRIC.A14'3/4" WILKINS 600 XLPRESSURE REGULATORSET@ 50 PSI & 3/4"CHAMPION 300 MANUALANGLE VALVE W/ UNIONIN CONCRETE VALVEBOX WITH LOCKINGCAST IRON COVER, SIZEPER LANDSCAPECONSTRUCTION NOTES.ALSO SEE NOTE #1BELOW.NOTES1. ELEVATION IS SCHEMATIC. PLACE VALVE BOX BEHIND OR TO SIDE OFWATERER. AREA WHERE HORSE STANDS AT WATERER IS TO HAVESECURE FOOTING AND BE CLEAR OF OBSTRUCTIONS.2. PVC OR ADS CORRUGATED NON-PERFORATED PIPE TO KEEP HOLE FROMFILLING WITH DIRT.3. INSTALL NELSON 760-24SL W/ PRIMATE GUARD HORSE WATERER PERMANUFACTURER RECOMMENDED SPECIFICATIONS, CONTACT NELSONMFG., SCOTT TORTICILL, 888-844-6606.N.T.S.5' UNLESS SPECIFIEDOTHERWISE ON PLANS25"4'-0"NELSON 760-24SLW/ PRIMATE GUARDOR APPROVEDEQUAL6" THICKCONCRETE PAD3/8" BENT THREADEDROD OR 3/8" J-BOLTSSET IN CONCRETE (4REQ'D)DRAIN PIPE: MODEL760-24-10" ID DRAINPIPE, SEE NOTE #21'HORSE WATERER2'-0"DIA.TOP COVERCASTINGSEAL BETWEEN HOUSING AND CONCRETEWITH ALL-WEATHER SEALANTSLOPE TO OUTSIDEFOR DRAINAGE#4 REBAR6" O.C.POINT OFCONNECTION TOWATERERFINISH SURFACE/GRADE3/4" IPS TYPE"L' COPPERSUPPLY LINEE5N.T.S.1/4 H, MAX.NOTES:1. BOULDERS SHALL BE FREE OF DEFECT AND 2' - 3' IN DIAMETER. NATURALGRANITE ORIGIN (SOUTHWEST BOULDER AND STONE: SIERRA RIVER STYLE OREQUAL IN QUALITY).2. CONTACT LANDSCAPE ARCITECT 48 HOURS PRIOR TO THE PLACEMENT OFBOULDERS. PLACEMENT OF BOULDERS SHALL BE UNDER SUPERVISION OFLANDSCAPE ARCHITECT.BOULDER PLACEMENTFINISH SURFACE FLUSH OR1" BELOW TOP OF CURB,AS APPROPRIATEA5N.T.S.1'-3"1"7-1/2"6"SECTION6" CONCRETE CURB1-1/2"NOTES:1. SEE GRADING PLAN FOR TOP OF CURB ANDFINISH ELEVATIONS.2.3.4.VARIESPROVIDE TOOLED SCORE LINES EVENLYSPACED THROUGHOUT CURB NOT TO EXCEED20' O.C.. PROVIDE TOOLED SCORE LINES ATTHE BEGINNING AND END OF ALL CURVEDSECTIONS.WHERE CURB ABUTS PAVING, PAVING SHALLBE SET FLUSH WITH TOP OF CURB OTHERWISE1" BELOW TOP OF CURB OR AS INDICATED ONGRADING PLAN.FINISH CURBS WITH A STEEL TROWLEDFINISH ON ALL EXPOSED FURFACES.(T.C.-F.S.)1/2" TOOLED RADIUS AT EACH TOPCORNER, TYPICAL.COMPACTED SUB-GRADE, TYPICAL.DETAIL 3--8' 18"E9N.T.S.12"FINISH GRADE8'SECTIONCATCH BASIN WITH SUMPNATIVE SOIL COMPACTEDTO 90%, TYP.(EXCEPT NOCOMPACTION WITHIN THEDRIPLINE OF EXISTINGTREES)N.T.S.NOTES:AGGREGATE PAVINGCAST IN PLACE CONC. CATCH BASIN W/ #4 HORIZ &VERT REBAR AT 12" OC OR PRECAST CATCH BASINCOMPACTED SUBGRADE TO 90% RELATIVECOMPACTION.GRAVEL SUMP : PLACE 8' X 8' X 8' VOLUME OFCLEAN 3/4 IN GRAVEL 12" BELOW TOP OF GRATE.WRAP SIDES W/ AMOCO 4545 FILTER FABRIC, OREQUAL.NOTES:1- INSTALL 24" SQUARE (22"X22" OPENING #2012 FRAME& GRATE BY ALHAMBRA FOUNDRY, (626) 289-4294.2- TOP OF GRATE ELEVATION SHALL BE AS INDICATEDON THE PLANS.(VARIES-SEE PLAN)CROSS-SLOPE 2% MAX.SLOPE W / NATURAL DRAINAGE.TYPICAL SECTION1. SURFACE SHALL NOT EXCEED A RUNNING SLOPE GREATER THAN 5%. SEE GRADINGPLANA97" THICK CRUSHEDMISCELLANEOUS BASECOURSE 95% RELATIVECOMPACTION9"12"DETAIL 3--NOTES:N.T.S.CONCRETE PAVING#4 bars at all edges,continuous, typicalUndisturbed soil, orcompacted subgradeper note 41 - Provide tooled score lines, 1" deep 1 2" wide max., every 5' unless shownotherwise on the Construction Plan.2 - Expansion joints shall be constructed as shown on Detail J13, this sht. Provideexpansion joint against previously constructed fixed elements.3 - End of pour joints shall be 1 4"asphaltic joint material.4 - Compaction test are required ONLY where symbol is shown on the plansand 90% relative compaction is required. If not shown, Project Managershall select locations and also approve final locations of those that are shown.E133" BEYOND EDGE OF TABLESUPPORT (BOTH SIDES), TYP.A13N.T.S.33"36"12", TYP.29 1/2"24"12", TYP.96" X 70" CONC. PICNIC TABLEBY QUICKCRETE PRODUCTS, (9 51)737-6240MODEL #Q-LBT-96-PT, ADA ACCESSIBLE,COLOR/FINISH PER PLANS , OR APPROVEDEQUAL.ATTACH TABLE TO CONC. PAD WITH EPOXYAT LOCATIONS SHOWN. PROCESS ASSPECIFIED BY THE MANUFACTURER.CONC. FOOTING PAD CENTERED UNDERLENGTH OF THE PICNIC TABLE SUPPORTSPLAN2 #3 HORIZ. REBAR IN EACH FOOTINGC L C LHARDSCAPED SURFACE SHALL BE LEVEL WITHC LSECTIONC L3" MIN.,TYP.TOP OF CONC. FOOTING PAD.HARDSCAPED SURFACE SHALL BE PREPARED ASINDICATED ON SHT. L401 AND L402CONC. FOOTING PAD SHALL BE CENTEREDON PICNIC TABLE SUPPORTSCOMPACTED NATIVE SUBGRADEPICNIC TABLE INSTALLATION ON DECOMPOSED GRANITERP DETAIL 831NISHITH DHANDHA 5135NISHITH DHANDHAE1906881---NISHITH DHANDHALOPEZ CANYON EQUESTRIAN STAGING AREAJANE ADRIANMAHMOOD KARIMZADEH, A.I.A., PRINCIPAL ARCHITECT11950 LOPEZ CANYON ROAD,LOS ANGELES, CA 913421 2 3 4 5 6 7 89 10 11 12 131415 16PLOTTED: 5/18/2012 9:34 AM

40'-2"34'-7"1 2 3 4 5 6 7 89 10 11 12 1314 15 16MNOT FORLEGENDCONSTRUCTIONLCRUSHED AGGREGATE PAVEMENTCONCRETE PAVEMENTSTA-LOK NATURAL PAVEMENT SURFACEKGRADED AND COMPACTED NATIVE SOIL AT 95%COMPACTION66'-10"7'-5"4'-6"60'-5"ECEXISTING BOULDERSECR31'POINT OF BEGINNING (P.O.B.)R31'21'-11"ECR29'EC21'-11"JABBREVIATIONSECEND OF CURVE9'9'-1"2'-7"9'-11"8'NOTES12'-3"H1. UN-RADIUSED CURVES OR UN-DIMENSIONEDELEMENTS SHALL BE STAKED PER GRID.2. LANDSCAPE ARCHITECT SHALL APPROVE ALLSTAKING PRIOR TO CONSTRUCTION.2'-11"4'-6"ECR29'1'-2"1'-3"4'-10"1'-6"1'-1"149'-8"7'-10"14'-1"8'-8"R29'82'-7"N ISHITH DHAN DHAGR54'-6"R29'-6"14'-3"5'-8"150'-5"14'-2"23'-7"ECR8'-6"FE4'-3"R29'-6"1'-4"4'-9"4'-8"EC21'-6"7'-10"5'-10"6'-1"R29'ECEC21'-11"10"1'-2"60'-10"21'-11"EC3'-9"R29'4'-10"EC21'-11"60'-5"5'-8"2'-7"ECR31'14'-1"8'4'-8"2'-1"NISHITH DHANDHA 5135NISHITH DHANDHANISHITH DHANDHAJANE ADRIANMAHMOOD KARIMZADEH, A.I.A., PRINCIPAL ARCHITECTREVISION DATE: 5/18/2012 9:20 AM FILE: D:\LOPEZ CYN-EQUESTRIAN-HORSE TRAIL\DRAWINGS\LCE-LAYOUT.DWGREVISION DATES(DESIGN STAGE ONLY)DCBACall Toll Free1-800-227-2600TWOWORKING DAYSBEFORE YOUDIGUnderground Service Alertof Southern California0 10' 20'40'SCALE: 1/20" = 1'-0"PE1906881---LOPEZ CANYON EQUESTRIAN STAGING AREA11950 LOPEZ CANYON ROAD,LOS ANGELES, CA 913421 2 3 4 5 6 7 89 10 11 12 131415 16PLOTTED: 5/18/2012 9:35 AM

8'8'5'-5"R1'-6"1 2 3 4 5 6 7 89 10 11 12 1314 15 16MNOT FORLEGENDCONSTRUCTIONLCRUSHED AGGREGATE PAVEMENTCONCRETE PAVEMENTSTA-LOK NATURAL PAVEMENT SURFACEKGRADED AND COMPACTED NATIVE SOIL AT 95%COMPACTIONEXISTING BOULDERSR31'POINT OF BEGINNING (P.O.B.)JABBREVIATIONSECEND OF CURVENOTESH1. UN-RADIUSED CURVES OR UN-DIMENSIONEDELEMENTS SHALL BE STAKED PER GRID.2. LANDSCAPE ARCHITECT SHALL APPROVE ALLSTAKING PRIOR TO CONSTRUCTION.82'-7"N ISHITH DHAN DHAG23'-7"R5'8'-7"5'-10"ECR8'-6"7'-11"4'-5"9'FER31'14'-1"4'-8"2'-1"ECR8'-6"6'-8"EC1'-3"R15'-6"9'-7"EC10"EC5'-2"1'-1"5'-2"R21'-2"2'-4"EC8'-11"R8'-6"R12'-8"9'-5"1'-7"5'-6"5'R68'R8'-6"6'-2"9'-10"ECR30'-3"R55'-6"EC3'-10"5'-1"R1'-6"R30'-1"6'-4"6'-1"R8'-6"9'-1"9'-1"R38'-9"EC4'-2"ECR5'EC2'5'-1"9"24'-3"ECR21'-7"5'-11"3'-5"5'-9"20'-1"EC10"R1'-6"1'-5"R3'2'-6"ECR57'-1"EC5'-6"R17'-2"5'-6"EC9'-1"5'NISHITH DHANDHA 5135NISHITH DHANDHANISHITH DHANDHAJANE ADRIANMAHMOOD KARIMZADEH, A.I.A., PRINCIPAL ARCHITECTR10'REVISION DATE: 5/18/2012 9:20 AM FILE: D:\LOPEZ CYN-EQUESTRIAN-HORSE TRAIL\DRAWINGS\LCE-LAYOUT.DWGREVISION DATES(DESIGN STAGE ONLY)DCBA10"5'-1"R8'-6"R11'-6"R1'-6"7'-3"2'-11"3'-10"7'-3"6'-1"ECR8'-6"Call Toll Free1-800-227-2600TWOWORKING DAYSBEFORE YOUDIGUnderground Service Alertof Southern California0 10' 20'40'SCALE: 1/20" = 1'-0"E1906881---LOPEZ CANYON EQUESTRIAN STAGING AREA11950 LOPEZ CANYON ROAD,LOS ANGELES, CA 913421 2 3 4 5 6 7 89 10 11 12 131415 16PLOTTED: 5/18/2012 10:15 AM

MLNOTES:1 2 3 4 5 6 7 81. IRRIGATION PLANS ARE DIAGRAMMATIC. ALL LINES SHALL BE PLACED PER DETAIL AND SPECIFICATION ANDWHERE POSSIBLE WITHIN THE LANDSCAPE AREAS, SLEEVE WHERE NECESSARY.2. CONTRACTOR TO COORDINATE ALL WORK WITH THE ASSIGNED CITY DEPARTMENT'S LANDSCAPEMAINTENANCE GROUP. PROJECT MANAGER TO PROVIDE CONTACT INFORMATION.3. CONTRACTOR SHALL PROVIDE 100% HEAD TO HEAD COVERAGE.3. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING AND RE-SETTING IRRIGATION BOXES, HEADS ANDOTHER EXISTING EQUIPMENT TO REMAIN AFFECTED DURING CONSTRUCTION AND GRADING TO PROPERHEIGHTS RELATIVE TO FINISH GRADE.4. VALVE MANIFOLDS SHALL BE PLACED IN LANDSCAPED AREAS ADJACENT TO HARDSCAPED PATHS.5. STATIC WATER PRESSURE VARIES FROM A HIGH OF 128 PSI TO A LOW OF 71 PSI PER INFORMATIONPROVIDED BY LA DEPARTMENT OF WATER AND POWER ON 04/18/12. CONTRACTOR TO VERIFY AVAILABLEPRESSURE WITH PRIOR TO COMMENCEMENT OF IRRIGATION WORK.9 10 11 12 1314 15 16NOT FORCONSTRUCTIONKJM M M MHN ISHITH DHAN DHAGFEMWO O O O OO O O O ONISHITH DHANDHA 5135NISHITH DHANDHANISHITH DHANDHAJANE ADRIANMAHMOOD KARIMZADEH, A.I.A., PRINCIPAL ARCHITECTREVISION DATE: 5/18/2012 7:51 AM FILE: D:\LOPEZ CYN-EQUESTRIAN-HORSE TRAIL\DRAWINGS\LCE-IRR.DWGREVISION DATES(DESIGN STAGE ONLY)DCBALEGENDCRUSHED AGGREGATE PAVEMENTCONCRETE PAVEMENTSTA-LOK NATURAL PAVEMENT SURFACEGRADED AND COMPACTED NATIVE SOIL AT 95%COMPACTIONEXISTING BOULDERSCall Toll Free1-800-227-2600TWOWORKING DAYSBEFORE YOUDIGUnderground Service Alertof Southern CaliforniaCall Toll Free1-800-227-2600TWOWORKING DAYSBEFORE YOUDIGUnderground Service Alertof Southern California0 10' 20'40'SCALE: 1/20" = 1'-0"E1906881---LOPEZ CANYON EQUESTRIAN STAGING AREA11950 LOPEZ CANYON ROAD,LOS ANGELES, CA 913421 2 3 4 5 6 7 89 10 11 12 131415 16PLOTTED: 5/18/2012 10:16 AM

1 2 3 4 5 6 7 89 10 11 12 1314 15 16MNOT FORWeather sensor, see Irrigation Legend for specificationCONSTRUCTIONMake connections with 3-M DBY connectors, or approved equal.Provide 12 inch wire pigtail to facilite splice at top of pole beforeinstalling top fittings. Trim sensor wire as required to make connection.Connect wire to controller per manufacturer's instructionsL2" sched 40 galv steel pipe MIPT at both endsController slab if located next to controller - SeeIrrigation Plan30" x 12" dia. concrete footingCompacted or undisturbed soil2" x 2" FIPT x FIFT sched. 40 galv. coupling2" galv short sweep ellKNo. 14 UF direct burial wires to long sweep ell atcontrollerJJ13N.T.S.WEATHER SENSOR ON POSTNOTES:1-Use #14 UF direct burial wire only.2-Provide rigid conduit sleeve wherever wire runs under paving3-Install Weathermatic weather sensor per manufacturer's instructions.Glen Hilton Products, Inc. (804) 755-1101.4-Locate device on post as located on plans. Install where sensor canreceive rain with no obstructions.RP DETAIL 146HGFECONCRETE VALVE BOX WITH HINGED CAST IRONLID AND FLANGE, LID EMBOSSED "Q.C." SET TOPOF BOX FLUSH WITH ADJACENT FINISH GRADE.KEEP GRAVEL 3'' MIN.CLEAR OF MAIN LINESCHEDULE 40 P.V.C. TEE SxSxTRAINBIRD TSJ-18 1" PRESSURETYPE PVC SWING ASSEMBLY(OR APPROVED EQUAL)1'' QUICK COUPLERHINGE SIDEOF BOXMAINLINE1'' QUICK COUPLER, BRASS TWOPIECE BODY, CENTER IN VALVEBOX, SEE LEGEND#4 REBAR STAKE - LENGTH MIN. 24".SECURE WITH 2 3/4" MIN. STAINLESSSTEEL HOSE CLAMPS, TYP.2"x4"x24" RECYCLED PLASTIC SUPPORTBLOCKS (2 EACH VALVE) UNDER THELONG AXIS OF VALVE BOX. AVAILABLEFROM AMERICAN PLASTIC LUMBER INC.(877) 677-7701 OR EQUAL.1'' DIA. SCH. 80 RISER, 12'' LONG1 CUBIC FOOT 3/4'' GRAVEL1" SCH. 80 PVC THREADEDCOUPLINGMAINLINESWING JOINT - SEEPLAN VIEW BELOWTEE OR ELL AS REQUIRED32"5"3'-0"8"LEIT 4000, 6 STATION SOLAR ENERGIZEDCONTROLLER-AVAILABLE THROUGH DIG IRRIGATION (800)322-9146LEIT 4000, SERIES STAINLESS STEEL ENCLOSUREAVAILABLE THROUGH DIG IRRIGATION PRODUCTS (800)322-914632" HIGH - MODEL MCOL 4000 MOUNTING COLUMNTOP OF 24"X24". CONCRETE PAD 5" THICK WITHLIGHT BROOM FINISH. PROVIDE A 1/4" PER FOOTWASH FROM THE PIPE TO ALL EDGES OF THECONCRETE PAD. MOUNT STEEL ENCLOSURE PERMFG. RECOMMENDATIONS.1/2" RADIUS (TYPICAL)FINISH GRADE1-1/2" DIA. ELECTRICALCONDUIT 12" SWEEP(RIGID STEEL)CONTROL WIRESTO R.C.V. MAX.1000 LF. MAX RUNCONCRETE FOOTING2,500 P.S.ICOMPACTEDSUB-GRADE 90%NOTE:THE CONTRACTOR SHALL PROVIDE ALL COMPONENTSDESIGNED FOR THE SOLAR CONTROLLER TO OPERATETHE IRRIGATION SYSTEM. ALL COMPONENTS TO BEINSTALLED PER MANUFACTURE'S RECOMMENDATION ORAS NOTED ON THE PLANS. CONTRACTOR SHALL PROVIDETHE PROPER LIGHT ENERGIZED SOLENOID ACTUATORWITH SENSOR CONNECT CAPABILITY COMPONENT WITHTHE CONTROLLER AND A RAIN SENSOR ( CONNECTED TOCONTROLLER WITH A SKIT 8821-4 ADAPTOR) TO SHUT OFFTHE VALVES AUTOMATICALLY DURING RAINY DAYS.SEE IRRIGATION LEGEND FOR RAIN SENSOR. LOCATIONSHOWN ON IRRIGATION PLAN AND SHALL BE WIRED TOCONTROLLER.NISHITH DHANDHA 5135N ISHITH DHAN DHANISHITH DHANDHANISHITH DHANDHAJANE ADRIANMAHMOOD KARIMZADEH, A.I.A., PRINCIPAL ARCHITECTE9N.T.S.QUICK COUPLER INSTALLATION (2" MAINLINE OR SMALLER)RP DETAIL 120E13N.T.S.CONTROLLER ENCLOSUREDETAIL 144REVISION DATE: 5/17/2012 10:08 AM FILE: D:\LOPEZ CYN-EQUESTRIAN-HORSE TRAIL\DRAWINGS\LCE_IRRDET.DWGREVISION DATES(DESIGN STAGE ONLY)DCBAA9GATE VALVE INSTALLATION, LESS THAN 3"CONCRETE VALVE BOX WITH HINGED CASTIRON LOCKING COVER EMBOSSED WITH"G.V." PER SPECIFICATIONS.N.T.S. RP DETAIL 110A13N.T.S.4-INCH GRATE (INCLUDED)BUBBLER: RAINBIRD 1402 (0.50 GPM-INCLUDED)RAINBIRD RWS-M-B-C-1402-P ROOT WATERING SYSTEM: (INCLUDES1402-.50 GPM BUBBLER WITH RISER, CHECK VALVE, GRATE, SWINGASSEMBLY, 1/2" MALE NPT INLET, AND BASKET CANISTER)FINISH GRADECHECK VALVE (INCLUDED)4-INCH BASKET WEAVE CANISTER (INCLUDED)BACKFILL WITH SITE SOIL PER SPECIFICATIONS, TYP.1/2-INCH PVC SCH. 80 NIPPLE (INCLUDED)1/2-INCH 90-DEGREE ELBOW (INCLUDED)12-INCH SWING ASSEMBLY (INCLUDED)1/2-INCH MALE NPT INLET (INCLUDED)PVC SCH. 40 TEE OR ELL, TYP.PVC LATERAL LINE, TYP.RAINBIRD RWS SAND SOCK (RWS-SOCK)ROOT WATERING SYSTEM BUBBLER ASSEMBLYE1906881---LOPEZ CANYON EQUESTRIAN STAGING AREA11950 LOPEZ CANYON ROAD,LOS ANGELES, CA 913421 2 3 4 5 6 7 89 10 11 12 131415 16PLOTTED: 5/18/2012 10:16 AM

1 2 3 4 5 6 7 89 10 11 12 1314 15 16MNOT FORCONSTRUCTIONLKJHG2-24" BOX TREESHaHaHaRoRoRoRoRoHaHaHaHaHaHaHaHaHaHaHaHaHaHaHa HaRoRoRo HaRoRo Ro Ha HaRoRoHaRoRoHaHaHaHaMMMM MHaHaHaRHaHaRHaRRRHaRRHaHaRRHaRRHaHaHaHaHaHaRoRoRoRoHaHaHaHaMM MRc Rc M M R RRLc MMLcMMLcEc Ec Ec Lc LcM M Lc MHaR R Ec Ec Bp BpEcMM MEc BpMM MM M M MEfMEfS AcEfAc Ef EfEcFcLcR R EcEcMEcMMRM M MMMMM BpM Ef Ef AcMBpBpEf S S S MBp EcMMBpRoRM EfAc HaS SRM BpS S Ac S MRLc HaRoMBpFcRHa Ha RoAc Ac Ac AcAcSRMLcRoHaRo RoRoRHa RoHa HaRMRMMRLcSMBp HaRHaRoRRRoRHaRR Lc LcS SSBp Bp MSLcMMMM M M MM MLcLcRMRRFcBp Bp S SMLcMM MM M MS M MSS MBpMEc EcEc Rc Rc RcBp S S SBpBp SMRc BpM BpM M MRLcM M EcBpRM M M Bp Bp M S S M M MBp S AcAcAc AcAc AcBpBp Ac S M M MM M MM AcM Bp BpBp BpSS S Ef Ef Ef BpMRLc LcRLcM MLc LcMLcRLc Lc LcHaHaRoRoRoRoRoRoRoRoRoRoRoRoRoRoRoRoRoHaHaM MLc MHaHaLcLc Lc M Lc MM Lc MRcLc M MLc MRcMMLcLc Lc M M Lc MRc Rc Lc Lc Lc M M MRc Lc Lc Lc MLc MLc LcLc LcRM M M Lc LcM Lc RMM RM M RMM MM MRM M R RS S M M M RSM MS MHaM HaEc SEc MHaS MEc MM HaEc Ec SSHaEc SEc SHaHaLcLcRc LcM MM MM EfN ISHITH DHAN DHAREVISION DATE: 5/18/2012 7:54 AM FILE: D:\LOPEZ CYN-EQUESTRIAN-HORSE TRAIL\DRAWINGS\LCE-PLNT.DWGREVISION DATES(DESIGN STAGE ONLY)FEDCBALEGENDCall Toll Free1-800-227-2600TWOWORKING DAYSBEFORE YOUDIGUnderground Service Alertof Southern CaliforniaCRUSHED AGGREGATE PAVEMENTCONCRETE PAVEMENTSTA-LOK NATURAL PAVEMENT SURFACEGRADED AND COMPACTED NATIVE SOIL AT 95%COMPACTIONEXISTING BOULDERSM M M MM M M MHaLcMM M LcLcM M M Lc MMLcLc M M Lc M MM Lc Lc LcM M S SMHaBp Ha LcBp Lc LcBp BpBpBp LcBpBp LcHaLcLcS S S SS SSSS S S SSHaHaBp Bp BpBpS S S S S LcS MM LcM Lc LcRc LcLcHaHaHaM M MHaLc LcLcHaM MHa M MHa M MHaLc LcLcMHaMM M M M HaLc LcLcHaMHaLc LcM MRo RoHaMMBp BpMLc Lc Lc LcBp M MHa RoBp MRoBp Bp BpRoRo Ro RoHa BpRoBp Bp Bp Bp RoBpRo Ro RoHa BpMRoRoBp Bp BpMM M MBpM M LcLc M Bp RoLc M RcMM M RcM HaLc MLc Lc LcLc BpHaLc M MBpM M M M BpHaRoBp Bp Bp MBpHaRoRcBpM Lc M RcLc BpLc Lc Bp HaMLc EfLc Bp BpHaRo RoHaBp Bp BpLc MM M EfBp Bp Bp BpBpLc LcM LcBpLc Ef EfM M Lc M M LcBp Bp Bp BpBp BpHaM MHaS S S S Bp LcLcSS EfSLc Lc M Lc LcMM MLcM M M LcLc M EfBpS M M HaM M MBpSBpSS S SLcLc M MLc Lc M M M MLc MBpM M HaMBp S SS S S S SSLc M M M M M MLc MS SS S S S S S SSSSSS S SLc LcS SRc Rc RcLc LcRcLcSCALE: 1/20" = 1'-0"LcRc0 10' 20'40'RcNISHITH DHANDHA5135NISHITH DHANDHAE1906881---NISHITH DHANDHALOPEZ CANYON EQUESTRIAN STAGING AREAJANE ADRIANMAHMOOD KARIMZADEH, A.I.A., PRINCIPAL ARCHITECT11950 LOPEZ CANYON ROAD,LOS ANGELES, CA 913421 2 3 4 5 6 7 89 10 11 12 131415 16PLOTTED: 5/18/2012 10:16 AM

1 2 3 4 5 6 7 89 10 11 12 1314 15 16MNOT FORCONSTRUCTIONLKREVISION DATE: 5/18/2012 7:54 AM FILE: D:\LOPEZ CYN-EQUESTRIAN-HORSE TRAIL\DRAWINGS\LCE-PLNT.DWGREVISION DATES(DESIGN STAGE ONLY)JHGFEDCBALEGENDCRUSHED AGGREGATE PAVEMENTCONCRETE PAVEMENTSTA-LOK NATURAL PAVEMENT SURFACEGRADED AND COMPACTED NATIVE SOIL AT 95%COMPACTIONEXISTING BOULDERSHaHaM MLc M LcLc M LcHaHaLcLc Lc M Lc M Lc M Lc MM Lc M M MM Lc MM Lc MRcLc M Lc M MLc LcRcMMM Lc LcLc MM M M Lc MLc Lc LcMM M M LcLc MMM LcLcM M M LcM Lc M M Lc Lc M M Lc M Lc Lc LcLcLc M Lc M MM Lc Lc LcLc Lc Lc M M M M MLc Lc M Lc Lc LcMRc RcMLc LcM M M Lc M Lc MM M Lc LcM MM M Lc MM Lc Lc Lc LcLc LcLc M M M M MMM M MLcMMRc Lc Lc Lc M M MLc LcM MLcLc MLc M M LcM MLcMLcLc LcM M MM Lc M Lc Lc M M MMLc M LcRRM M MLcLc LcM Lc M M M M Lc MM M MMMRM MLcM M Lc Lc Lc Lc MRLcMM RRLcM Lc Lc M Lc MAc AcM M MAcAcMAcAcM M RR R R R RAc Ac AcLc AcMLcAc AcM MR RRRRMR REcAc Ac Ac Ac Ac AcMRLc LcEc AcAc Ac Ac AcR RMEc EcAcEc Ec Ec AcMEcM R RRLc M MEcEc Ec EcEcS S M RREcM M RM M MLcEc Ec EcRo Ec Ec Ec EcEcEcS MREc EcMS MRLc Lc Lc Ec EcEc EcHaRoEc Ec EcEcM HaRRoEcSMHaEcRS MRRoRoRoEc MRRoRo RoRM Ha HaEc EcRoSR R RAcRHaRRoEc SR RSREc SRRRREc Ec AcAc AcAcEcRoAc AcRoRo RoRoEcRoAcAcEcHaREc EcHaEc Ec EcEc Ec Ec EcEc AcAc Ac Ac Ac Ac Ac AcAc AcAcRoAcAc AcRo RoEc Ac AcAc AcAcAc AcEcLcLcEc Ec Ec Ec EcAcAcLcAc AcAc AcAc Ac AcAc AcEf Ef Ef EfM M M Ec Ac Ac Rc M EcRc Rc RcLcRcRc LcAc AcEf Ef Ef EfAc AcM EfEc EcEc AcRcRc RcAcAc Ac Ac Ef Ef EfEcRc RcEcEc Ec Ec Ec EcEcLcAc Ac AcAc Ef Ef EfEc EcRcEcEc EcEc AcLcAc Ac AcEc EcEfEc Ec Ec Ec Ec EcEcEf EfEf Ec EcEfEf EfEcLcEc Ec Lc Rc RcLcLc Ec Ef Ef Ef EfLc Lc Lc Lc M M M M M M MEc Ec Ec Ec Ec EcRc LcEcEc Ec Ec Ec EcEc EcEc Ec MMM MM MLc Lc Lc Lc M M M M M M M MMMMMEcLcEc EcEc Ec Ec Ec M MLc Lc Lc Lc M MM MMFcEcEc EcLcM Ec Ec EcM M M M M M MFcFcM M M HaFcMHaLc LcLc Lc LcLc Lc Lc Lc MM LcHaMLc Lc M M M M MMEcMLc Lc MLc Lc Lc Lc M MM M MM MM MMMLcM M M MMMM M MMHaLc LcLc Lc Lc Lc LcLcLcLc Lc M MHaLcMLc Lc Lc Lc Lc Lc Lc M M LcM Lc MHaM M M M MM M M M M MHaLc LcMLcMLcLc LcLcM M M M M MLcMLc Lc RoLc LcLcMLcMM M MM MHaMRoRoM Lc LcM Lc MRc RcLcM M M M MRo RoRoS M LcS MM MMRoMLc Lc LcMRc RcEfM MRoRo S Lc LcS LcEfRcEfEf Ef Lc LcRoBp BpRoEfLcEfBpRo RoS S SLcS S SSEf EfEc EcEf EfBpRcSSEfEcEc Bp BpSSLc M Rc Rc RcSEfEcEf Ef EfBpMM M RcEc EcBpRcS S SEfRcEcEf Ef EfEc EcRc RcEcEcBpBpRc Rc Rc RcEfM LcMMRcEfEf EfM M EcEcEc EcBp BpLc RcEf EfM M EfRc Rc Rc EfM EcEfEcMBp BpLcEf EfRc Rc RcEcMHaMEfRcRc RcBp BpLcEfEcMBpLcEfEcEcBpEf EfRcBpREcREcBp BpLc Lc M EfM M Lc Lc MM MLcMRRBp BpLc M MLc Lc M M M MHaBpHa HaR LcRRc Rc Rc RcRc BpLc BpHaHaLc LcRc BpHaLcMRc Rc Rc BpLc LcM Rc RcLc LcLcMRc BpM M R LcM M Rc BpMMRc Rc RcM MLcMLcRcRc Rc RcRMRcBp BpM MLc LcLcLcLcMRcBp M MM M RMRcBpLcRLcM M MM Bp BpM MM M MRLc LcRc Rc BpM MRMRBp BpLcBp M MBp Bp M MM M MR R R LcM M M MMMM M M M BpHaM M Bp BpM M MMM R RM MM M BpLc M M M M MBpM MM M MM M M M MHaRLcM M M M MMBp Bp Bp MMMLc Lc LcMM M Bp Bp Bp Bp M MRLcMLcLcHaLc Lc Lc Lc MM MHaLc MBpM MHaLc RMM M MHa SSSM M RRS S S S LcS SSSS M MS SHaS SMS S S SM M R RS S M MSM RMR RRSS S S S SS S S SSS S S SSSSS MRS M MR SS SS SSSS MSS SSSSCall Toll Free1-800-227-2600TWOWORKING DAYSBEFORE YOUDIGUnderground Service Alertof Southern California0 10' 20'40'SCALE: 1/20" = 1'-0"NISHITH DHANDHA 5135N ISHITH DHAN DHANISHITH DHANDHAE1906881---NISHITH DHANDHALOPEZ CANYON EQUESTRIAN STAGING AREAJANE ADRIANMAHMOOD KARIMZADEH, A.I.A., PRINCIPAL ARCHITECT11950 LOPEZ CANYON ROAD,LOS ANGELES, CA 913421 2 3 4 5 6 7 89 10 11 12 131415 16PLOTTED: 5/18/2012 10:17 AM

1 2 3 4 5 6 7 89 10 11 12 1314 15 16MNOT FORCONSTRUCTIONSET CROWN OF PLANT ROOTBALL1" ABOVE FINISH GRADEFINISH GRADE2" MIN. THICK LAYER OF TREE CHIP MULCHWITHIN WATER BASIN, SEE NOTE #1 FORCALIFORNIA NATIVE PLANTSLFORM 3" HIGH TAMPED WATERBASIN AROUND EDGE OF PLANT PITDEPTH OFROOTBALL6" 6"PLANT HOLES FOR 1, 5, 15 GALLON SHRUBS AND 15GALLON TREES SHALL BE 6 INCHES WIDER THANTHE WIDTH OF THE CONTAINER AND THE SAMEDEPTH. SET ROOTBALL ON NATURAL UNDISTURBEDSOIL AT THE BOTTOM OF THE HOLE, PLUMB TOGRADE. BACKFILL WITH ON-SITE SOILKSECTIONNOTE:1. MULCH 4"-6" AWAY FROM ROOTBALLCROWN FOR CALIF. NATIVE PLANTS.JJ13N.T.S.SHRUB PLANTING DETAILRP DETAIL 203HG2" MINIMUM THICK LAYEROF TREE CHIP MULCHWITHIN WATER BASIN.SEE NOTE #1 FOR CANATIVE PLANTS.EXISTING SLOPE:2:1 OR FLATTERFINISH GRADE;1 1/2:1 MAX SLOPE6"SET CROWN OF PLANTROOTBALL 1 INCH ABOVEFINISH GRADE6" HIGH, COMPACTED SOILBERM CONTINUOUS AROUNDPERIMETER OF WATER BASIN.MAINTAIN ALL BASINS DAILYTHROUGHOUT MAINTENANCEPERIOD1 1/2:1 MAX SLOPEN ISHITH DHAN DHAFECONTAINERROOT BALL6" 6"PLANT HOLES FOR 1, 5, 15 GALLON SHRUBS AND15 GALLON TREES SHALL BE 12 INCHES WIDERTHAN THE WIDTH OF THE CONTAINER AND THESAME DEPTH. SET ROOTBALL ON NATURALUNDISTURBED SOIL AT THE BOTTOM OF THEHOLE, CENTERED AND PLUMB TO GRADE.BACKFILL WITH ON-SITE SOILNOTES:1. MULCH 4"-6" AWAY FROM ROOTBALLCROWN FOR CALIF. NATIVE PLANTS.NISHITH DHANDHA 5135NISHITH DHANDHANISHITH DHANDHAJANE ADRIANMAHMOOD KARIMZADEH, A.I.A., PRINCIPAL ARCHITECTE13N.T.S.SHRUB AND TREE SLOPE PLANTRP DETAIL 202REVISION DATE: 5/18/2012 10:06 AM FILE: D:\LOPEZ CYN-EQUESTRIAN-HORSE TRAIL\DRAWINGS\LCE-PLNT-DET.DWGREVISION DATES(DESIGN STAGE ONLY)DCBASET CROWN OF TREEROOTBALL 2" ABOVEFINISH GRADE3" MIN. THICK LAYEROF TREE CHIP MULCHWITHIN WATER BASINA13N.T.S.SECTIONTREE PLANTING & 3X STAKINGTIE TREE STAKES TO TREE WITH ONE 3/4" WIDE X 1'LONG TIRE CORD BAND WITH #18 TIE WIRES. ATTACHWIRES TO STAKES BY WRAPPING WIRE AROUND EACHSTAKE TWO TIMES, TWIST ENDS TOGETHER ANDSECURE TO STAKE WITH CLENCHED 6d NAIL. A CT-24,"CINCH TIE MAY BE USED IN LIEU OF THE TIRE CORDTIE, SECURE WITH 6d NAIL. ATTACH TREE TIE JUSTUNDER HEAD OF TREE. NO HOSE AND WIRE TIESALLOWED.TREE STAKES SHALL BE LODGEPOLE OR PINE,PRESSURE TREATED, MINIMUM 1 1/4" DIAMETER.DRIVE STAKE A MINIMUM OF TWO FEET INTOGRADE. DOUBLE STAKE ALL TREES EXCEPT THOSEIN LAWN AREAS OR MOWED AREAS. TREES IN LAWNAREAS OR MOWED AREAS SHALL BE TRIPLESTAKED.THE PLANT PIT SHALL BE TWICE THE WIDTH OF THETREE ROOTBALL, AS INDICATED. SET ROOT- BALL ONNATURAL UNDISTURBED SOIL AT BOTTOM OF PIT,PLUMB TO GRADE. BACKFILL WITH ON-SITE SOILFORM A 6" HIGH TAMPED SOIL WATER BASINAROUND EDGE OF TREE PIT. (REMOVE BERMS INLAWN AREA AFTER END OF MAINTENANCE PERIOD)FINISH GRADEPLAN120 DEG TYP.RP DETAIL 200E1906881---LOPEZ CANYON EQUESTRIAN STAGING AREA11950 LOPEZ CANYON ROAD,LOS ANGELES, CA 913421 2 3 4 5 6 7 89 10 11 12 131415 16PLOTTED: 5/18/2012 10:17 AM