PUBLIC IMPROVEMENT STANDARDS - City of Watsonville

A36"18'CURB36"TYPE S-22FRAME & GRATEAPLAN4" 48"4"TOP OFCURB2"8"12"1"6"3/4" HOT DIP GALVANIZEDSTEEL BAR SHALL HAVEA 2" MIN. BEND INTOCONCRETE10" 36" INSIDE BOX10"ELEVATION3 1/2"x 3 1/2"x 5/16" ANGLEGRATE FLOWLINE1/2"x 10"ANCHORBOLTTOP OF CURBGUTTERFLOW LINE3/4" GALV.SMOOTHSTEEL BAR8"3" 9"6" 24"8" 4" 6"SECTION A-ANOTES:1. ALL METAL PARTS SHALL BE HOT-DIPPED GALVANIZEDAFTER FABRICATION PER ASTM SPEC. No. A123-59.ALL STEEL SHALL BE GRADE 40.2. FRAME TO BE INSTALLED TIGHT AGAINST FACE OF INLET.3. WEIGHT OF UNIT (EXCLUDING FRAME & GRATE) = 40 LBS.4. FRAME, GRATE AND BOX PER STANDARD DRAWING S-450.5. THIS HOOD MAY BE USED IN LIEU OF FORMING THE CURBINLET.6. FIBER-GLASS INDICATED BY SHADING.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.CHECKED BY:J.S.CITY OFWATSONVILLESTANDARD DRAWING FOROPTIONAL FIBER-GLASSDROP INLET HOODDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWN:6/99REV.:RESOLUTION:RES.#56-81DRAWING No.S-452

4"x4"-4-4 WELDED WIREMESHREINFORCINGSCOREMARK13 1/2" MIN.6"GALVANIZEDANGLEIRON W/ BOLTS AT9" ON CENTERPROJECTEDFLOWLINEGALVANIZED STEELBAR (PER S-450)6"GALLERYINLETLIMIT OFGALLERYINLET CURBSECTION18"4"CL.STD. S-450FRAME &GRATEVARIESSEE STD.S-4503" CLEAREACHSIDE3"#4 REBARVERICAL & HORIZONTAL12" O.C.E.W.6"6" 39" MIN.6"4'-3"MIN.NOTES:1. ALL REINFORCEMENT SHALL BE PER STANDARD DRAWING S-450 AND AS SHOWN ABOVE,BEING GRADE 40 STEEL.2. THE GALLERY SHALL BE REQUIRED WHERE ALL GUTTER GRADES EXCEED 5%ENTERING THECATCH BASIN.3. THE GALLERY SHALL BE SANTA ROSA CAST PRODUCTS CO. MODEL .6Y GALLERY OR APPROVEDEQUAL.4. THE LAST 30" OF ALL DRAIN INLETS SHALL BE CONSOLIDATED BY MEANS OF HIGH FREQUENCYINTERNAL VIBRATORS WITHIN 5 MINUTES AFTER IT IS DEPOSITED IN THE FORMS. THE VIBRATORSSHALL NOT BE ATTACHED TO OR HELD AGAINST THE FORMS OR THE REINFORCING STEEL.5. ALL CONCRETE SHALL BE 6-SACK, 4,000 PSI IN 28 DAYS.6. NO PRE-CAST INLETS ALLOWED IN THE CITY ROAD RIGHT-OF-WAY.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.CHECKED BY:G.K.S.CITY OFWATSONVILLESTANDARD DRAWING FORDROP INLETWITH GALLERYDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWN:6/99RESOLUTION:RES.#56-81DRAWING No.REV.:10/02S-453A

A5/8" EXPANSIONJOINT EACH SIDEBACK OFD.I. BOXBACK OFGALLERYBACKOFSIDEWALK5/8" EXPANSIONJOINT EACH SIDEOFCONFORMBASCOREMARKCURBLINES-450FRAME&GRATEBFLOWLINEPLANPROJECTEDGUTTER LINETOP OFCURBBAR PER S-450GUTTERFLOWLINEGUTTERFLOWLINEVARIESBOTTOM OF GALLERYCURBSECTION6"3'-0"6"NOTE:REFER TO STANDARD DWG. S-450 FORCONCRETE & STEEL SPECIFICATIONSSECTION A-A4" SIDEWALKFIBERGLASSGALLERYGALVANIZEDSTEEL BAR24"GUTTER24"SECTION B-BCITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.CHECKED BY:R.H.T.CITY OFWATSONVILLESTANDARD DRAWING FORDROP INLETWITH GALLERYDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWN:6/99RESOLUTION:RES.#56-81DRAWINGREV.:No.S-453b

ABACK OF SIDEWALK OR PROPERTY LINE12"PLAN6"6" 16"A1 1/2" FOR H=3"1 1/2" FOR H=4"INSTALL FRAME & GRATE:CHRISTY V-64 MINIMUM ORAPPROVEDEQUAL2"1 1/2"H5 1/2" FOR H=3"6 1/2" FOR H=4"6"x 6"x #10 W.W.F. ORNo. 4 @ 6" EACH DIR.6"REFER TO STD.CURB DRAINMIRAFI500XDETAIL S-47116" 6"1'1'SECTION A-ANOTES:1. GRATE CAPACITY = 2 C.F.S. WITH 2 HEAD, UNCLOGGED.2. "H" DENOTES SCH. 40 P.V.C. DISCHARGE LINE, 3" OR 4"3. CONCRETE SHALL BE 3/4" AGGREGATE, 6 SACK, 4,000 P.S.I. IN 28 DAYS.4. NO PRE-CAST INLETS/BOXES ALLOWED IN THE CITY'S ROAD RIGHT-OF-WAY.PRE-CAST INLETS/BOXES CAN BE INSTALLED OUTSIDE CITY'S PUBLIC RIGHT-OF-WAY.PRE-CAST INLETS/BOXES TO BE INSTALLED OVER 1' OF 1-1/2" DRAINROCKOVER MIRAFI 500X FABRIC EXTENDED 1' PAST BOTTOM.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.CHECKED BY:G.K.S.CITY OFWATSONVILLESTANDARD DRAWING FORSTANDARDAREA DRAINSDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWN:6/99RESOLUTION:RES.#56-81DRAWING No.S-470REV.:10/02

18 GUAGEGALVANIZEDMETAL DUCT.2-NO., 3x24"REBAR IN CURB4"3 1/2"D1/2" 1"6"X 6"x #10 WELDED WIREFABRIC IN SIDEWALK. 36" MIN.WIDTH EACH DUCTFLOWLINE OF GUTTER2 - #4 REBARIN CURB6"X 6"x #10 WELDED WIREFABRIC IN SIDEWALK. 5" MIN.WIDTH EACH PIPEDIMENSION "D"METAL DUCT SECTIONMAXIMUM CAPACITY6" 0.57 CUBIC FEET PER SECOND9"12" MAX.0.94 CUBIC FEET PER SECOND1.29 CUBIC FEET PER SECONDHWNOTE:ALL PERSONS SETTING CURB DRAINS AFTER CURB,GUTTER AND SIDEWALK HAVE BEEN POURED WILLHAVE TO SAW CUT CURB, GUTTER AND SIDEWALKOUT AT LEAST 1' ON EACH SIDE OF THE PIPE USEDAND REPOUR THE SAME IN A MONOLITHIC MANNER.CAN USE 4" DIA. P.V.C. SCHED. 40FLOWLINEOF GUTTER3"RECTANGULERCAST IRON PIPE12"RECTANGULAR CAST IRON PIPE MANUFACTUREDBY ALHAMBRA FOUNDRY CO., LTD., ALHAMBRACALIFORNIA OR APPROVED EQUALMETAL PIPE SECTION1/4"No.3REBARWELDEDWIREFABRICCONCRETE SEE STD.THICKNESS AREA DET.= 2" MIN. S-470DIMENSIONH W3" 5"4" 6"3" 9"3" 12.5"4" 8.5"4" 14"MAXIMUM CAPACITY0.24 CUBIC FEET PER SECOND0.51 CUBIC FEET PER SECOND0.52 CUBIC FEET PER SECOND0.78 CUBIC FEET PER SECOND0.81 CUBIC FEET PER SECOND1.51 CUBIC FEET PER SECONDCLASS BCONCRETETYP. METALLIC DUCT:LONGITUDINAL SECTION1/4"WELDEDWIREFABRICCONCRETETHICKNESS= 2" MIN.SEE STD.AREA DET.S-470THE CONCRETE AND COVER FOR METALLIC DRAINSSHALL EXTEND CONTINUOUSLY FROM PROPERTY LINETO THE FACE OF CURB.NOTES:1. FOR GREATER CAPACITY, ADDITIONAL ADJACENT DRAINSMAY BE INSTALLED WITH THE FOLLOWING LIMITATIONS:A. ADJACENT DRAINS SHALL BE OF ONE TYPE.B. MINIMUM WIDTH BETWEEN DRAINS SHALL BE 4".2. ALL CAPACITIES ARE BASED ON:A. S = 1/4" TO 1' FLOWING FULL.B. N = 0.011', FOR RECTANGULAR DUCTS,N = 0.009', FOR PLASTIC DUCTS.3. METAL DUCT FORM SHALL BE SUPPORTED FROM DISTORTIONDURING POUR OF CONCRETE BY FILLING WITH SAND, TEMPORARYSUPPORT WEDGED IN PLACE OR OTHER SUITABLE MEANS.No.3REBARIMPORTED MATERIALSUBBASE, PER S-102TYP. PLASTIC & C.I. RECTANGULAR PIPELONGITUDINAL SECTIONNO PIPE JOINTS SHALL BE MADEWITHIN THE CURB OR SIDEWALK.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.CHECKED BY:R.H.T.CITY OFWATSONVILLESTANDARD DRAWING FORSTANDARDCURB DRAINSDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWN:6/99RESOLUTION:REV.:RES.#56-81DRAWING No.S-471

VARIES (SEEPLANS)5'-0"+DIRECTION OF FLOWSEWERMAINHOUSE SEWER(CITY)PROPERTY LINE(CUSTOMER)1/8 BENDWYE BRANCH ONLYSTAMP 3" "S" ON TOP OF NEW CURB ORCHISEL "S" ON TOP OF EXISTING CURB:SEE NOTE #4, DWG. S-504 FOR EXISTINGLINE SEWER TAPNEW SUBDIVISIONS ONLY:2x4 REDWOOD STAKE SHALLBE PLACED FROM END OF EACHHOUSE SEWER TO 2 FEET ABOVESURFACE OF GROUND, PAINTEDWHITE48" MIN.45 MAX.C.D.F.STREET SURFACE2"2"MIN. SLOPE 1/4" PER FOOT FOR 4" PIPEMIN. SLOPE 1/8" PER FOOT FOR 6" PIPE36" MIN.LF1/4 BEND1/8 BENDALTERNATE FOR DEEPSEWERS UPON WRITTENPERMISSION FROM CITYENGINEERNOTES:1. WHEN DIRECTED BY THE ENGINEER OR AS SHOWN ON THE PLANS,THE HOUSE SEWER SHALL BE LOWER WHERE NECESSARY TOSERVE EXISTING PLUMBING OR LOW LOTS.2. THE HOUSE SEWER SHALL BE INSTALLED WITH A STRAIGHT GRADEAND ALIGNMENT FROM SEWER MAIN TO PROPERTY LINE, UNLESSOTHERWISE DIRECTED BY THE ENGINEER.3. SEWER LATERALS SHALL BE APPROVED P.V.C. OR A.B.S. S.D.R.=26 OR LESS.4. ON EXISTING IMPROVED STREETS WHERE COVER IS LESS THAN 2 FEET,USE CONCRETE CAP PER STANDARD DWG. S-703.5. SEE STANDARD DRAWING S-706 FOR BACKFILL REQUIREMENTS.NOT TO SCALEDRAWN BY:P.A.C.STANDARD DRAWING FORSTANDARD HOUSESEWERDRAWN:RESOLUTION:CHECKED BY: DRAWING No.F.O.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTCITY OFWATSONVILLEDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTOR6/98RES.#56-81S-501REV.:2/06

8"6"3'-0"CLASS "A" CONCRETE,6 SACK MIXEDGE OFTRENCH5/8" DIA. x 1 1/2" LONGCOARSE THREAD BRASSHEX. HEAD BOLT TO BEINSTALLED WHEN RISERIS PLACED IN CASEMENT8" VARIES1/2" DIA.PICKHOLE10"SEE C.I. FRAME& COVER DETAILSEE CONCRETESLAB DETAIL2 1/8"1/16"1" 1' 1 1/4"1"1"1/16"1"1/2"1/2"STREET GRADE1'-0"2 1/8"456-1/4"1/2"1' -2 1/4"CLASS "A" CONCRETE,6 SACK MIX, 3,500 psiIN 28 DAYS8"9"CONCRETE SLAB DETAILCAST IRON FRAME & COVER DETAILNOTES:1.CAN ONLY BE USED WHERE THERE IS ONLYONE LINE. LATERAL MAXIMUM CONNECTED TO THE2.THE LENGTH FROM THE DOWNSTREAM MAN-HOLE SHALL NOT EXCEED 50'.3. SAND WILL SHADE LATERAL TO 2" OVER,THEN TRENCH WILL BE BACKFILLED WITH C.D.F.(IF RISER IS PLACED IN EXISTING STREET)VARIESSANITARYSEWER PIPECITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.CHECKED BY:J.S.CITY OFWATSONVILLESTANDARD DRAWING FORSTANDARDSANITARY SEWERRISERDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWN:6/98RESOLUTION:RES. # 56-81DRAWINGREV.:1/00No.S-502

EXISTING BELL & SPIGOTCONNECTION18" MINIMUM SECTION BETWEEN END OFSPLICE SECTION & BEGINNING OF SPIGOT& BELL CONNECTIONTHE RUBBER GASKET SHALLBE FULLY COVERED BY THESTAINLESS STEEL CLAMP18" MINIMUM SECTION FOR SEWER PIPEREPAIR METAL BAND SEAL COUPLING, ATEACH END OF SPLICE SECTIONOPTIONAL AT ONE END:BAND SEAL TYPE 2 ORGLADDING, McBEANCOUPLING W/ PLASTICINNER RING18" MINIMUM SECTION BETWEEN END OFSPLICE SECTION & BEGINNING OF BELL ENDEXISTING BELL & SPIGOTCONNECTIONNOTES:1. THE BAND SEAL COUPLINGS SHALL BE OF THE STAINLESS STEEL TYPE, FULL THICKNESS,ONE ON EACH END OF THE SPLICE FOR A RIGID SUPPORT OF THE SPLICE SECTION (SEEOPTION ABOVE).2. THERE MUST BE A MINIMUM LENGTH OF 18" FOR ALL SPLICE SECTIONS.3. THERE SHALL BE A MINIMUM DISTANCE OF 18" FROM BOTH ENDS OF THE SPLICE SECTIONTO BELL END & SPIGOT END OF EXISTING SEWER MAIN.4. IF REPAIR IS FOR NEW SEWER LATERAL, TAP TO EXISTING CITY MAIN. SADDLE MAY BE USEDONLY WITH SPECIAL PERMISSION OF CITY ENGINEER.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.CHECKED BY:R.H.T.CITY OFWATSONVILLESTANDARD DRAWING FORSEWER REPAIRDETAILDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWN:6/98RESOLUTION:RES. # 56-81DRAWINGNo.S-503REV.:5/02

STEELMANHOLECOVERSTEELMANHOLECOVERINSPECTIONCOVER4"6'-02"5'-02" 1'INFLUENT4"STATICWATER LINEOUTFLOWSAMPLEBOXOUTLET5'-0"1' (TYP.)4.5"4'-11"2.5"1'-11.5"4.5"7'-10"2'-0.5"9'-10.5"VOLUME:HEIGHT4'-5"NET LENGTH9'-0"AVE. WIDTH 9'-0"VOLUME 206.49 Cu.Ft.VOLUME 1,544.6 Gal.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.CHECKED BY:L.B.CITY OFWATSONVILLESTANDARD DRAWING FORSTANDARDSAND & GREASE TRAPDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWN:4/00REV.:RESOLUTION:RES. # 56-81DRAWING No.S-504

2" MIN.CLEAR.24"MANHOLEC LC L6"MIN.F12" MINIMUMBELOWTOP FLANGEBAGDE6" MIN.HCIHDESIGNATED NOTES:AREDUCING COMPANION FLANGE WITH 4" THREADED PLUG LUBRICATED WITH "ANTI-SEIZE" COMPOUND.BCDEFGH45 FLANGED DUCTILE IRON PIPE ELBOW SIZED TO MATCH FORCE MAIN.DUCTILE IRON WYE SIZED TO MATCH FORCE MAIN.24" STACKING RINGS6" DRAIN ROCK1/2" MEDIUM ASPHALTIC CONCRETE (TYP.)6" OF CONCRETE WALL REINFORCEMENT (TYP.)PVC C900 FORCE MAIN PIPEIDUCTILEIRON COUPLINGGENERAL NOTES:1. CLEAN-OUT SHOULD BE 500' O.C.2. INSTALL 24" DIAMETER MANHOLE FRAME AND COVER.3. ALL TRENCHES SHALL BE BACKFILLED WITH C.D.F. TO UNDISTURBEDSOIL IF PLACED IN AN EXISTING STREET.4. CONCRETE SHALL BE 6-SACK, 4,000 PSI IN 28 DAYSCITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.CHECKED BY:G.K.S.CITY OFWATSONVILLESTANDARD DRAWING FORSEWER FORCE MAINCLEAN-OUTDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWN:6/98RESOLUTION:RES.#128-87DRAWING No.S-505REV.:10/04

VARIES2%2%42"MIN.MAINS AT VARIOUS LOCATIONSFLOWLINELATERALS4' MIN.42"4'MIN.MIN.3'MIN.(NOTE #1)(NOTE #2)MAINSNOTES:1. ALL MAINS MUST BE A MINIMUM OF 4' BELOW GUTTER FLOW LINE REGARDLESS OFLOCATION INSTREET.2. ALL LATERALS MUST BE A MINIMUM OF 42" BELOW FLOW LINE AT GUTTER.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.CHECKED BY:J.S.CITY OFWATSONVILLESTANDARD DRAWING FORMINIMUM UTILITYCOVER DETAILDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWN:6/98RESOLUTION:RES.#128-87DRAWING No.S-506REV.:4/99

CONCRETE MANHOLE COVER (TYP.)(GAS TIGHT LID IF REQUIRED)4"STEELINSPECTIONCOVER3"INLET6'-02"5'-02" 1'4"STATIC WATER LINESAMPLEBOXOUTLET5'-0"4.5"2'-8.5"2.5"2'-8.5"9'-2"2.5"2'-8.5"4.5"24.5"#49" 9"#4#69" 9"@6" O.C.9" 9"@6" O.C.SAMPLEINLETBOX#4CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.STANDARD DRAWING FORPETROLEUMSEPARATORDRAWN:6/04REV.:RESOLUTION:CHECKED BY:L.B.CITY OFWATSONVILLEDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWING No.S-507

CURBLINEVARIABLECURBLINEMAX.6' O.C.1/2" CHAMFEREND24"LOCAL SUPPLIER:*HAWKINS1255 EASTSHOREBERKELEY, CA 94710(415) 525-85002"x 8"HORIZONTALRAILSFRONTELEVATION(*NOTE: THE CITY OF WATSONVILLEDOES NOT NECESSARILY ENDORSETHIS SUPPLIER BY THIS REFERENCE.)NOTES:1. POSTS SHALL BE 6"x6" STRUCTURAL PRESSURE TREATEDDOUGLAS FIR (40 ACZA) AND BE SET IN 2' CONCRETE,6 SACK MIX, 4,000 PSI IN 28 DAYS.2. POSTS SHALL BE SET ADJACENT TO PAVED AREA.3. RAILS SHALL BE S4S D.F. AND DOUBLE-NAILED AT ENDSAND POSTS. SPLICE ONLY AT POSTS.4. BARRICADE SHALL BE PAINTED WITH ONE COAT OF PRIMERAND ONE COAT OF WHITE ENAMEL FULLERS OR EQUAL.5. TWO 18"x 18" W21R CAL. STD. REFLECTOR SIGNS UTILIZINGREFLECTING BACKGROUND SHEETING AND 9 AMBER PLASTICCENTER MOUNT REFLECTORS 3-1/4" DIA. EACH SHALL BEMOUNTED ON A 6"x6"x6' POST WITH THE SIGN CENTEREDBETWEEN THE HORIZONTAL RAILS. THE SIGN SHALL BELOCATED ON THE POST AT EACH SIDE OF THE CENTERLINEOF A STREET END.6. THE SIGN BLANKS SHALL BE .08" THICK, 24"x 24" ALUMINUMOR 18"x18" ALUMINUM AS REQUIRED.7. A 24"x24" W 31 R YELLOW DIAMOND "END" SIGN UTILIZINGREFLECTIVE SHEETING SHALL BE MOUNTED ON A 6"x 6"x 8'S4S POST WITH THE BOTTOM OF THE SIGN AT THE LEVEL OFTHE TOP OF THE HORIZONTAL RAIL. THIS SIGN SHALL BELOCATED AT THE CENTERLINE OF A STREET END.6"x 6"POSTS2"x 8" RAILSW/2 - 3/8"x6"LAG BOLTS ATEACHCONNECTIONFIN.GRADEEND OFSIDEPAVING12"24"ELEVATION3"6" 6" 24"24"24" 24" 24"24" 24"1/2" DRAINROCKNOT TO SCALEDRAWNP.A.C.BY:STANDARD DRAWINGFORSTANDARD STREETBARRACADEDRAWN:RESOLUTION:CHECKED BY: DRAWING No.R.H.T.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTCITYOFWATSONVILLEDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTOR9/97RES. #56-81S-601REV.:9/78

WELD3/8" DIA.U-BAR TO EACHPIPE TO ALIGNFOR PADLOCK12'-0" MINIMUM4"CAP(2' LESS THAN RIGHT-OF-WAY)1/4"2"4' + -3'-6"3'-2"TYP. 3 PLACES(ZINC PAINTAFTER WELDING)1/4"2-1/2" STD.GALV. STL. PIPE2'-0"5" STD. GALV. STEEL PIPE4" COUPLING6" STD. GALV. STL. PIPE: FILLW/ CONCRETE & CROWN TOP3'-0"2'-0"6" STD. GALV. STEEL PIPE:FILL W/ CONCRETE* AFTERINSTALLING COUPLING &UPPER 4" PIPE SECTIONCONCRETE FOOTING: SEEDIMENSIONS ATLEFT6" ALL AROUND2' DIA.MIN.* CONCRETE SHALL BE 6-SACK, 4,000 P.S.I. IN 28 DAYS.NOT TO SCALEDRAWN BY:P.A.C.STANDARD DRAWING FORGATE DETAILDRAWN:REV.:RESOLUTION:CHECKED BY: DRAWING No.J.S.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTCITY OFWATSONVILLEDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTOR9/97 4/99RES.#33-82S-603

NOTES:SAW-CUT FOR"T" TRENCHFINISH GRADETWO 2" LEFT'SIN STREETOF TYPE "A"1/2" MEDIUM A.C.12" MIN.12"1-1/2" A.B. CLASS 2 :95%REL.COMP.6"1. THESE UTILITY STANDARDS FOR EITHER ONE OR TWOTRENCHES AND THEIR CLEARANCES ARE FOR UTILITIESINTHE CITY RIGHT-OF-WAY.2. IT IS PERMISSABLE TO WIDEN TRENCHES IN ORDER TOPLACE ALL UTILITIES WITHIN THE SAME TRENCH.CLEARANCES TO FINISH GRADE WILL BE ADHERED TO.3. REGARDLESS OF IDENTITY OF STREET LIGHT CONDUITINSTALLER, THE MINIMUM NUMBER SHALL BE TWO 2"(SAME FOR TELEVISION CABLE).4. WHETHER BEHIND CURB/GUTTER OR IN THE ROAD-WAY, MINIMUM CLEARANCES TO FINISH GRADE WILLBE ADHERED TO.5. IT IS ACCEPTABLE TO USE CONTROL DENSITY FILL(C.D.F.) (CITY MIX DESIGN) FROM 2" OVER THE HIGH-EST CONDUIT, TO WITHIN 2" OF FINISH GRADE.6"FINISH GRADEBEHINDGUTTERCURB/1-1/2" A.B. CLASS 2 :95%REL. COMP.12" MIN.82" MIN.6" 2"30" MIN.TWO 2" CONDUITSFOR STREETLIGHTSTWO 2" CONDUITSFOR TV CABLECOMPACT TO95%R.C.12" MIN. DIST.BETWEENDESIGNSTRENCHTELEPHONE CONDUIT30" MIN.21"42" MIN.6"6"GAS12" CL.10"4"6"PRIM.ELECT.4"2ndELECT.4"4"4" 14" 9"6" 12"6"24" MIN.6" 9" 6"CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.STANDARD DRAWING FORUTILITY TRENCHESDRAWN:8/99RESOLUTION:REV.:CHECKED BY:J.S.CITY OFWATSONVILLEDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWING No.S-700

WIRES FROM FIXTUREGROUNDING LUG1/2" - 13 N CTHREADSIDEWALKCONCRETEMIN. 4"1/2""TRON"-TYPE HEB OR HEX WATER-PROOF FUSE HOLDER WITH "BUSONE TIME" FUSE TYP. KTK.HAND HOLESEE STANDARD DRAWING S-701BFOR DETAILSNYLON BUSHINGSLOPE AWAY FROM BOLT CIRCLECOMPLETE POUR AFTERERECTION AND LEVELING18" RADIUS RIGID STEEL,GALVANIZED SWEEP, WRAPWITH SCOTCH WRAP OR EQUAL20' OF NO.8 STRANDEDBARE COPPER GROUNDWIREBAREWIRECOPPERGROUNDNYLONBUSHING2" DIA. MIN. SCH. 40P.V.C. CONDUIT TOPULL BOXANCHOR BOLTS - SIZE, NUMBER &LENGTH AS PER MANUFACTURER'SSPECIFICATIONSUNDISTURBED SOILCOVER GROUND WIREIN TRENCH WITH EARTHNOTE:SEE DWG. S-707B FOR A.D.A. CLEARANCE REQUIREMENTS:POLE TO BACK OF WALK / POLE TO FACE OF CURBCLASS "A" CONCRETE, 6-SACK,3/4" AGGREGATE AS PER CITYSPECIFICATIONS: 4,000 P.S.I.IN 28 DAYSPOLEHEIGHT"D"FOOTINGDEPTH10'-21'21'-27' 4'27'-35' 5'"W"FOOTINGDIAMETER4' 2'2'3'NOT TO SCALEDRAWN BY:P.A.C.STANDARD DRAWINGFORLIGHT STANDARDFOOTINGDRAWN:RESOLUTION:CHECKED BY: DRAWING No.J.S.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTCITY OFWATSONVILLEDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTOR9/97REV.:4/99RES.#289-84S-701a

AWG. NO.10 MIN. STRANDEDCOPPER W/THWN INSULATIONPROVIDE 1'-6" SLACKGROUNDING LUG WELDEDINSIDE POLE, OPPOSITEHAND-HOLETHREAD1/2"-13 NCHANDHOLE"TRON" HEB OR HEX WATER-PROOF FUSE HOLDER WITH"BUS ONE TIME" FUSEPROVIDE 1'-6" SLACK1/2" MIN.EXPOSUREGROUND WIRE(SEE STD. S-701A)SEE STD. S-701AFOR BASE DETAILSFROM PG&E SERVICE 120/240VOLT 3 WIRES (TWO FOR 120VOLTS) PLUS A GROUNDCITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.CHECKED BY:R.H.T.CITY OFWATSONVILLESTANDARD DRAWING FORLIGHT STANDARDFOOTING DETAILDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWN:10/97REV.:9/84RESOLUTION:RES.#289-84DRAWING No.S-701b

TRAFFIC SIGNAL OR STREET LIGHTINGPOLE: TYPE AS INDICATEDHANDHOLESPLICEGROUNDING LUGWITH NUT & BOLT#8 AWG BARE BONDING CONDUCTOR TOALL ANCHOR BOLT GROUNDING CLAMPS#8 AWG BARE STRANDED EQUIPMENTGROUNDING CONDUCTORUL LISTED GROUND CLAMPSUITABLE FOR BELOW GRADEAPPLICATION (TYP.) (SINGLECLAMP MAY BE USED IF THECONDUCTOR IS CONTINUOUS)BELL END(TYP.)10'-0" MAX.FIN.GRADE#5 OR #6 BOXFOUNDATIONCAP(4"MAX.)UL LISTED GROUNDCLAMP SUITABLE FORCONCRETE ENCASEMENTOR DIRECT BURIAL.INSTALL CLAMPS ON ALLANCHOR BOLTS W/EXTENTION (TYP.)( 20')ANCHOR BOLT W/EXTENTION (TYP.)SCH. 40CONDUITPVC(TYP.)5/8" DIA. COPPER-CLADOR 3/4" DIA. GALV. STEELx 10' LONG GROUND RODSCH. 40 PVCCOUPLING(TYP.)RIGID STEEL ELBOW,GALVANIZED SWEEPWRAP W/ SCOTCH WRAPFOUNDATION:TYPE AS INDICATEDNOTES:1. BONDING / GROUNDING DETAIL FOR USE WITH SCH. 40 PVC CONDUIT AND PULL BOX WITHIN 5'FROM POLE.2. THE GROUND ROD SHALL BE INSTALLED AT AN OBLIQUE ANGLE NOT TO EXCEED 45 DEGREESFROM THE VERTICAL.3. TERMINATE BONDING CONDUCTOR AT POLE GROUNDING LUG WITH UL APPROVED GROUNDING LUG.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.STANDARD DRAWING FORPOLE BONDING:METHOD "A"DRAWN:5/99RESOLUTION:REV.:RES.#289-84CHECKED BY:J.S.CITY OFWATSONVILLEDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWING No.S-701c

2"A.C.DEPTHUSING C.D.F.FIRST, CUT EXISTING PAVEMENTFOR TRENCH WORKEXISTING A.C. SHALL BE SAW-CUTTO A MINIMUM DEPTH OF 2"SECOND, SAW-CUT EXISTINGPAVEMENT/ROADS AFTER PIPEINSTALLED & BACKFILLEDVARIES 5'C.D.F.4" MIN.12"MIN.95%RELATIVECOMPACTIONAT OPTIMUMMOISTURE90%RELATIVE COMPACTIONAT OPTIMUM MOISTURE12"STRUCTURE BACKFILL: C.D.F.OR SAND (NO NATIVE MATERIAL)UNDISTURBEDGROUND6"MIN.12"MAX.PIPEO.D.6"MIN.12"MAX.4"MIN.12"SAND BACKFILL,COMPACTED TO95%OF RELATIVECOMPACTION ATOPTIMUM MOISTURENOTES:1. CLASS 2 AGGREGATE SHALL BE 12" MINIMUM DEPTH, 1 1/2" CLASS II BASEROCK.2. DITCHES SHALL BE EXCAVATED IN A NEAT & WORKMANLIKE MANNER AT THE STREET SURFACEAND THE SHAPE SHALL BE RECTANGULAR.3. SAND BACKFILL SHALL HAVE A S.E. OF 30 MINIMUM.4. NO BEDDING REQUIRED FOR DUCTILE IRON PIPE, EXCEPT WHEN WATER IS IN TRENCH.5. 48" MINIMUM DEPTH FROM FINISH GRADE TO TOP OF PIPE.6. FOR ANY REQUIREMENT CHANGES, PLEASE CONTACT THE CITY ENGINEER, PUBLIC WORKS &UTILITIES DEPARTMENT.7. 4" A.C. OVER 12" OF 1 1/2" CL. II BASE MINIMUM REQUIRED.8. OVER 4" OF ASPHALTIC CONCRETE HOT MIX SHALL BE PLACED & COMPACTED IN TWO LIFTS.MIX SHALL BE TYPE "A", 1/2" MEDIUM MIX.9. ALL REPAIR TRENCHES IN EXISTING STREETS SHALL BE BACKFILLED WITH 6" OF SAND OVERPIPE (OR CONDUIT), THEN C.D.F. OVER PIPE OR UP TO WITHIN 2" OF FINISHED GRADE.STEEL PLATED WITH COLD-MIXED EDGES FOR A MINIMUM OF 48 HOURS BEFORE FINAL PAVING.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.CHECKED BY:R.H.T.STANDARD DRAWING FORSTANDARD TRENCHBACKFILL SECTIONDRAWN:10/97RESOLUTION:RES# 33-82DRAWINGCITY OFS-702WATSONVILLE DAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORREV.:1/01NO.

2" ASPHALT CONCRETEFINISHGRADECUT AFTER PIPEINSTALLEDEXISTINGA.C.EXISTING A.C.30" MAX.10" MIN.EXISTINGBASEROCKCLASS "A"CONCRETEEXISTINGBASEROCK6" MIN.PIPE O.D.PIPECENTERLINE12"MAX.4"MIN.COMPACTED SANDBACKFILL TO 95%RELATIVE COMPACTIONAT OPTIMUM MOISTURENOTES:1. DITCHES SHALL BE EXCAVATED IN A NEAT AND WORKMANLIKE MANNER AT THE STREET SURFACEAND THE SHAPE SHALL BE RECTANGULAR.2. EXISTING A.C.SHALL BE CUT TO A MINIMUM DEPTH OF 2", 6" EACH SIDE OF THE TRENCH WALLSAFTER PIPE IS INSTALLED.3. CONCRETE SHALL BE CLASS "A", 6 SACK, 3/4" AGGREGATE PER CITY SPECIFICATIONS: 4,000 P.S.I. IN28 DAYS.4. THIS DETAIL PERTAINS ONLY TO R.C.P. STORM DRAINS.5. SAND BACKFILL SHALL HAVE A S.E. OF 30 MIN.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.STANDARD DRAWING FORDRAWN:CHECKED BY: DRAWING No.J.S.CITY OFWATSONVILLEREV.:1/00CONCRETE ENCASEMENT 10/97FORRESOLUTION:R.C.P. STORM DRAINS RES.#33-82DAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORS-703

ANGLE PATTERNSCALEFULL WIDTH OF TRENCHUNDISTURBEDEARTHSINGLE WRAP #50100 SQ.FT. ROOFINGPAPER ALONG FULLLENGTHOF ENCASEMENT(INSTALL IN 2 STRIPS)OR8 MIL. VISQUEEN TAPEDOFF W/ 8 MIL. SCOTCH3"3" 3"6" MIN.6" MIN.O.D. OFPIPE BELL6" MIN.6" MIN.3"STIRRUPS AT 24"OPTIONALCONSTRUCTIONJOINTSECTIONCLASS "A"CONCRETENOTES:1. REINFORCING SHALL BE WITH #4 BARS (GRADE 40 STEEL) AS SHOWN, 12" OVERLAP MINIMUM.2. THIS STANDARD PERTAINS TO ALL SEWER LINES AND TO THOSE STORM DRAINSUSING OTHER THAN R.C.P. (FOR R.C.P. STORM DRAINS, SEE STD. S-703).3. 7 SAC 3 1/2 MIN. SLUMP 4,000 P.S.I. - 28 DAYS.4. MECHANICAL VIBRATOR MUST BE USED.5. CONCRETE ENCASEMENT OF PIPE REQUIRED IF TOP OF PIPE TO FINISH GRADE IS 24" OR LESS.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.CHECKED BY:J.S.STANDARD DRAWING FORCONCRETE ENCASEMENTFOR PIPESDRAWN:10/97RESOLUTION:RES.#56-81DRAWING No.CITY OFWATSONVILLE DAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORS-704REV.:10/05

TWO 2" A.C.LIFTSEXISTING A.C. SHALL BE SAW-CUTTO A MINIMUM DEPTH OF 2"SC-70 (.25 G/SY)FIRST, CUT EXISTING PAVEMENTFOR TRENCHWORKSECOND, SAW-CUT EXISTINGPAVEMENT/ROADS AFTER PIPEINSTALLED & BACKFILLEDVARIES 5'12"OF 1 1/2"CL. IIAGGREG.BASEMIN.OR MATCH EXISTING95%REL.COMPACTION90%RELATIVE COMPACTIONAT OPTIMUM MOISTUREEXIST. A.C.EXIST'GBASEROCK12"MIN.STRUCTURAL BACKFILL: SANDOR C.D.F. (NO NATIVE MATERIALALLOWED FOR BACKFILL)+ 500 X MARIFY, WHITE(1' UP SIDES OF TRENCH)12"PIPEO.D. MIN.12" MIN.6' MIN.*12"MAX.* IF WATER ISENCOUNTEREDCALTRANS CLASS 1, TYPE "B"PERMEABLE MATERIAL, COMPACTEDTO 95%RELATIVE COMPACTION ATOPTIMUM MOISTURE CONTENT.MECHANICAL VIBRATOR SHALL BEREQUIREDNOTES:1. SPECIAL WRITTEN PERMISSION BY CITY ENGINEER REQUIRED TO USE PIPE W/ S.D.R. GREATER THAN 26.2. S.D.R. DENOTES STANDARD DIMENSIONAL RATIO.3. 1 1/2" CLASS 2 AGGREGATE SHALL BE 12" MINIMUM DEPTH OR MATCH EXISTING.4. DITCHES SHALL BE EXCAVATED IN A NEAT & WORKMANLIKE MANNER AT THE STREET SURFACE ANDTHE SHAPE SHALL BE RECTANGULAR.5. SAND BACKFILL SHALL HAVE A S.E. OF 35 MIN.6. NO BEDDING REQUIRED FOR DUCTILE IRON PIPE UNLESS WATER ENCOUNTERED.7. 48" MINIMUM DEPTH FROM FINISH GRADE TO TOP OF PIPE.8. FOR ANY REQUIREMENT CHANGES, PLEASE CONTACT THE CITY ENGINEER, PUBLIC WORKS ANDDEPARTMENT.9. MATCH EXISTING BASE & PAVING: 4" A.C. OVER 12" OF 1 1/2" C.L. II BASE MINIMUM.10. ASPHALTIC CONCRETE HOT MIX SHALL BE PLACED AND COMPACTED IN TWO LIFTS. A.C. SHALL BETYPE"A".CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.CHECKED BY:J.S.CITYOFWATSONVILLESTANDARD DRAWING FORDRAWN:10/97TYPICAL TRENCH DETAILFOR PIPES WITH AN S.D.R. GREATER RESOLUTION:THAN 26#289-84DAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWING NO.S-706REV.:1/00

57.03"FLOWERPOT41.43"LUMINAIRELUMINAIREFLOWERPOTPLAN VIEWLAMPING DETAILFINISH: GREEN15.6"FINIAL:PAINT GOLD20' 5-15/64"BANNER SIZE:NOT TO EXCEED18" x 48"ARM BRACKETT:CAST ALUMINUM2-LITE @180 W/CENTER HUB TOACCOMODATE A3" POLE TENONTWIN BANNER ARM:18" ALUMINUM W/5" CAST ALUMINUMCLAMP-ON COLLARCAGE BAND:PAINT GOLD39.87"16'TWIN 12" FLOWERPOT BRACKET:ALUMINUM, 2 @ 180W/ 5" CAST ALUMINUMCLAMP-ON COLLAR(ROTATED 90 FROMLAMP STATIONS)LUMINAIRE DETAILLUMINAIRE MATRIXSHAFT: 5" STRAIGHTFLAT FLUTED W/ 3" TENON.188"-.267" WALL THICKNESS6005-T5 ALUMINUM ALLOYGLOBE: POLYACRYL TYPE VFASTENERS: HEXFINISH: GREENREFLECTOR: SM REFLECTOR W/ H.S.S.8'-6" MIN.PHOTO CONTROL: TWIST-LOCK RECEPT.SOCKET: MOGULWATTAGE: 70 W HPS43.72"BASE: 12 3/4" SQUARE x 48" H.BOLT CIRCLE: 14" DIA., 4 HOLES AT 90 APARTANCHOR BOLT: 3/4" x 19"FOOTING : 4'-0" DEEP BY 2'-0" DIA., AND SHALLCOMPLY WITH CITY STANDARD S-701aVOLTAGE: 120 VS7718: LUMINAIRESA7718: ARMORDERING GUIDEACCESS DOOR LOCATEDON SIDE OF BASESA7718C: BANNER ARMSA7718D: FLOWER POT BRACKETSP7718C: POLECITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.C.CHECKED BY:C.M.CITY OFWATSONVILLESTANDARD DRAWING FORDOWNTOWN CORRIDORSTREET LIGHT STANDARDDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWN:4/99RESOLUTION:REV.:RES.#289-84DRAWING No.2/05S-707a

9'-0"6 1/2"PAPOLETYPE123HEIGHT(A)MIN.GUAGE22'1127'1132'11POLE DATA NAME PLATE DATALUMINAIRE ARM DATAMIN.O.D. MIN.O.D. BOLTAT BASE AT TOP CIRCLE7.5"8.0"3.8"3.6"ANCHORBOLTSDIA.xLENGTH:1" x 36"LENGTH(M)6 - 810-15MOUNTINGHEIGHT(P)25'30'35'MIN.O.D.ATPIPE2 3/8"LUMINAIRE100 W200 W400 WMGENERAL ELECTRICALSPECIFICATIONS1. ALL WORK PER 1981 N.E.C. ANDLATEST APPLICABLE STATE & LOCALRULES & REGULATIONS INCLUDINGCAC TITLE 24 & CAL/OSHA.2. ALL MATERIALS SHALL BE NEW, U.L.LISTED.5. POLE, MAST & LUMINAIRE COM-BINATION SHALL BE RATED FOR80 M.P.H. WIND AREAS.6. GROUND WIRE SHALL BE No.8STRANDED COPPER TYPE THWNMINIMUM, GREEN COLOR.3. U.G. CONDUITS TO BE 2" DIA. SCHED-ULE 40 PVC, RATED 90 C WITHSCOTCHWRAPPED RIGID STEELELBOWS.7. ALL INSTALLATION SHALL CON-FORM TO CALTRANS STANDARDPLANS AND SPECIFICATIONS.4. CIRCUIT CONDUCTORS TO BE TYPETHWN COPPER & INSTALLED INCONDUIT.HANDHOLE4'BASE COVERNOT SHOWN4"(SIDEWALK -4' CLEAR. MIN.)5432C1'-6"CONTRACTOR SHALL PAINTA POLE I.D. NUMBER - 3"HIGH, BLACK COLOR.OBTAIN POLE I.D.NUMBER FROM PG&E AT(831) 479-3116HANDHOLEPLACE FOUNDATIONADJACENT TO BACKOF CURBGROUT UNDERBASE PLATEANCHORBOLTS4 EA:1"DIA.x36"x4"12-7/8"1 1/4"10"-12"BOLTCIRCLE12-7/8"NOTES:ANCHOR BASE DETAIL1. THE ELECROLIERS SHALL BE SPACED TO ACHIEVE A MAINTAINED 1 FOOTCANDLE LIGHTING LEVEL. THESPACING SHALL BE DESIGNED BY A LISCENSED ELECTRICAL ENGINEER, WHO SHALL SIGN THE TRACINGSTATING THE ABOVE.2. POLES SHALL BE GALVANIZED STEEL. ALL POLES AND ANCHOR BOLTS (4) TO BE HOT DIP GALVANIZEDPER LATEST REVISION OF A.S.T.M. SPECIFICATIONS. 2 NUTS & WASHERS PER BOLT.3. ALL POLES TO BE FURNISHED WITH 4" x 6.5" MINIMUM HANDHOLE & REMOVABLE HANDHOLE COVER.4. ALL POLES TO HAVE 1/2" SQUARE GROUNDING OR NUT HOLDER IN POLE, DIRECTLY OPPOSITE THEHANDHOLE.5. ALL POLES TO BE FURNISHED WITH POLE BASE COVERS AND SHAFT CAPS.6. LUMINAIRE TO BE COBRA TYPE 200 WATT (100 WATT RESIDENTIAL) HIGH PRESSURE SODIUM,120/240 VOLT , CONSTANT WATTAGE, TYPE III DISTRIBUTION, LINE MATERIAL TO BE CONNECTEDFOR 120 VOLT, 2-WIRE SERVICE, IF AVAILABLE FROM UTILITY.7. LAMP TO BE 200 WATT, HIGH PRESSURE SODIUM, COLOR CORRECTED.NOT TO SCALEDRAWN BY:P.A.C.STANDARD DRAWINGFORELECTROLIERDRAWN:RESOLUTION:CHECKED BY: DRAWING No.R.H.T.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTCITY OFWATSONVILLEDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTOR5/99REV.:RES.#289-84S-707b

___________________________________________________________________________ ___FINIAL, CAGE BAND &FLOWER BLOCKSPAINTED GOLD17.27"SHAFT CROSS SECTIONSCALE: 1" = 10"5"4.05"POLE: 16'SHAFT: 5" FLAT FLUTE0.188" -.267" WALL THICKNESS6005-T5 ALUMINUM ALLOY16'19'-04 25/32"39.89"S8296: LUMINAIRESP8296A:POLELUMINAIRE DETAILSCALE: 1" = 10"MODIFICATION:CAGE BAND, FLOWER BLOCKS & FINIAL PAINTED GOLDXOPTIONS FASTENERS: (SPECIFY) (1) HEX ____ (2) ALLEN ___19"BASE DETAIL:REFERENCE TEMPLATE# T01000395SHALL COMPLY WITHCITY STD. S-701-aHANDHOLE LOCATEDON FAR SIDE OF BASESOCKET: (SPECIFY) (D) MEDIUM ____ (R) INDUCTIVE ___X(G) MOGUL ____ *PHOTO CONTROL:GLOBE: (SPECIFY)(SPECIFY)(R53) POLYACRYL TYPE V(B) BUTTON EYE ___ (R54) ARYL TYPE V(R) TWIST LOCK ___ X (R33) POLYACRYL TYPE IIIRECEPTACLE(R54) ARYL TYPE IIIFINISH: (SPECIFY)(A) BLACK(B) WHITE(H) BRONZE(J) GREEN***XREFLECTOR: (SPECIFY)(D) SM REFLECTOR(F) SM REFLECTOR W/H.S.S.(G) FULL TOP W/ H.S.S.(H) H.S.S.(T) FULL TOPXWATTAGE OPTIONS:70 W MH100 W MH150 W MH(SPECIFY)100 W HPS150 W HPS200 W HPS___175 W MH 250 W HPS200 W MH165 W HPS___250 W MH 150 W HPS70 W MH___100 W HPS___**85 W HPS55 W HPS___VOLTAGE OPTIONS:(SPECIFY)(E) 120V___X(H) 277V______ ___(F) 208V (K) 347V(G) 240VNOTE: INFORMATION TAKEN FROM HADCO DRAWING NUMBER S8296AHADCO PHONE: (717) 359-7131XX*CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.STANDARD DRAWING FORRESIDENTIALSTREET LIGHTDRAWN:10/03RESOLUTION:REV.:CHECKED BY:C.M.CITY OFWATSONVILLEDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWING No.S-707c

PATTERNSCALEANGLE6x6-10x10 WWM AROUND ALL PULL BOXES3' EACH WAY OR TO BACK OF WALK3/8" BRASS OR STAINLESS STEEL STUD BOLTS,NUTS AND WASHERS, 2 PER BOX. RECESS INCOVER FOR NUT.LWSEENOTE2AATOP VIEW(SEE STANDARD DETAIL DRAWING "S-708b" FOR SECTION "A-A")COVERSLETTERS TO BE1" MIN.TO 3"MAX. HIGH(SEE NOTE #4)DIMENSION TABLE1. USE STEEL COVER AND SPECIAL CONCRETE FOOTING,AS SHOWN, WHEN BOX IS TO BE INSTALLED WHERESUBJECT TO VEHICUILAR TRAFFIC LOADS. STEELCOVER SHALL HAVE EMBOSSED NON-SKID PATTERN.2. STEEL REINFORCING SHALL BE AS REGULARLY USEDIN THE STANDARD PRODUCTS OF THE RESPECTIVEMANUFACTURER.3. TOP OF PULL BOXES SHALL BE FLUSH WITH THESURROUNDING GRADE OR TOP OF ADJACENT CURB,EXCEPT THAT IN UNPAVED AREAS WHERE PULL BOXNOTES:IS NOT IMMEDIATLY ADJACENT TO AND PROTECTED BYA CONCRETE FOUNDATION, POLE OR OTHER PROTECT-IVE CONSTRUCTION, THE BOX SHALL BE PLACED WITHITS TOP 0.10 FOOT ABOVE THE SURROUNDING GRADE.WHERE PRACTICABLE, PULL BOXES SHOWN IN THEVICINITY OF CURBS SHALL BE PLACED ADJACENT TOTHE BACK OF CURB, AND PULL BOXES SHOWN ADJA-CENT TO STANDARDS SHALL BE PLACED ON SIDE OFFOUNDATION FACING SERVICE POINT UNLESS OTHER-WISENOTED.4. PULL BOX COVERS SHALL BE MARKED AS FOLLOWS;A) "TRAFFIC SIGNAL", WHERE PULL BOX CONTAINSTRAFFIC SIGNAL CONDUCTORS WITH OR WITHOUTSTREET LIGHTINGSIZEPULLBOXCONDUCTORS.B) "STREET LIGHTING", WHERE PULL BOX CONTAINSSTREET LIGHTING CONDUCTORS ONLY. "HIGH VOLT-AGE" SHALL BE ADDED WHERE STREET LIGHTINGVOLTAGE IS ABOVE 600 VOLTS.C) "COMMUNICATION" FOR PULL BOXES WHERE COM-MUNICATION CONDUIT ENTERS THE PULL BOX.CONCRETE BOX CONCRETE COVERSMINIMUMMIN.DEPTHL** W** REDGED) "SPRINKLER CONTROL" FOR PULL BOXES WHERESPRINKLER CONTROL CONDUIT ENTERS THE PULLE) "FIRE ALARM" FOR PULL BOXES WHERE THE FIREALARM CONDUIT ENTERS THE PULL BOX.F) "SERVICE" FOR PULL BOXES WHERE THE RISERCONDUITS FROM UTILITY POLE TERMINATE.5. GROUND WIRE SHALL BE No.8 STR. COPPER, TYPETHWN MIN-GREEN COLOR.6. THE NOMINAL DIMENSIONS OF THE OPENING IN WHICHTHE COVER SETS SHALL BE THE SAME AS THE COVERDIMENSIONS EXCEPT THE LENGTH AND WIDTH DIMEN-SIONS SHALL BE 1/8" GREATER.7. THE COVERS AND BOXES SHALL BE INTERCHANGE-ABLE WITH CALIFORNIA STD. MALE AND FEMALEGUAGES. DIMENSIONS EXCEPT THE LENGTH ANDWIDTH DIMENSIONS SHALL BE 1/8" GREATER.8. WHEN PULL BOX IS INSTALLED SIDEWALK AREA ONA STRUCTURE, THE DEPTH OF A PULL BOX SHALL BEADJUSTED SO THE TOP OF THE BOX IS FLUSH WITHTHE TOP OF SIDEWALK.EDGETHICKNESS BOX / EXT.THICK. TAPERNo. 5 1" 22" 23-1/4" 13-3/4"1-1/4" 2" 1/8"No. 6 1-1/2" 24" 30-5/8" 17-5/8"1-1/4" 2" 1/8"BOX.9. CONDUIT WILL BE 2" MIN. DIAMETER SCHEDULE 40P.V.C., SWEEPS SHALL BE 18" RADIUS SCHEDULE40 GALV. STEEL WRAPPED WITH "SCOTCHRAP 50"OR EQUAL.10. MINIMUM PULL BOX SIZE SHALL BE STATE No.5.NOT TO SCALEDRAWN BY:P.A.C.PULLSTANDARD DRAWING FORBOX STANDARDDRAWN:RESOLUTION:CHECKED BY: DRAWING No.J.S.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTCITY OFWATSONVILLEDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTOR10/97REV.:4/99RES.#289-84S-708a

CITY OF WATSONVILLE #5 & 6PRE-CAST CONCRETE BOX WITHLID MARKED "C.O.W. STREETLIGHTING"3/8' BRASS HOLD DOWN BOLTNUT & WASHER RECESSED INCOVER (2 PER BOX)SIDEWALK OR TOPOF CURBGRADENEUTRALUNGROUNDEDCONDUCTORSCONDUITBELLEND (TYP.)NYLON BUSHINGAWATERPROOFSPLICE (TYP.)EQUIPMENTGROUND2" PVC FEEDERCONDUIT W/STREETLIGHTINGCONDUCTORSBDRAINHOLE:1" MIN./2" MAX.ASEAL AROUNDCONDUIT WITHGROUTROOFINGPAPER12" THICK CUSHION OF1 1/2" PERMEABLEDRAIN ROCK AGGREGATE2" SCHEDULE 40 PVC BRANCHCONDUIT W/ TWO UNGROUNDED& ONE GROUNDING CONDUCTORS(#8 AWG MIN. CONDUCTOR SIZE)TO STREETLIGHTGROUT BOTTOM OFBOX: 4" ON SIDETO 2" ON OPENING5/8" DIA. COPPER-CLADOR 3/4" DIA. GALV. STEELx 10' LONG GROUND RODGROUNDING ELECTRODEUL LISTED GROUND CLAMPSUITABLE FOR DIRECT BURIAL /CONCRETEAPPLICATIONENCASEMENT(TYP.)TYPICAL FOR ALL CONDUITS:PVC FEEDER CONDUITW/ STREETLIGHTINGCONDUCTORSDIMENSION A: 1" MIN., 2" MAX.DIMENSION B: 1" MIN., 2" MAX. ABOVE GROUTNOTES:1. ALL WATERPROOF SPLICES SHALL BE MADE WITH SCOTCHASI No. 85 KIT OR EQUAL.2. PROVIDE 3' OF SLACK IN ALL CONDUCTORS IN ACCORDANCE WITH SPECIFICATIONS (SLACK NOT SHOWN).3. 240 V STREETLIGHTING CIRCUIT SHOWN. 120V STREETLIGHTING SIMILAR EXCEPT NEUTRAL CONDUCTORISPRESENT.NOT TO SCALEDRAWN BY:P.A.C.STANDARD DRAWING FORSTREETLIGHT:DRAWN:RESOLUTION:CHECKED BY: DRAWING No.J.S.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTCITY OFWATSONVILLEBRANCH CIRCUIT PULLBOXDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTOR4/99REV.:RES.#289-84S-708b

ANGLE PATTERNSCALELBOLT HOLE SHALLMATCH STANDARDBOLTS; RECESS INCOVER FOR NUTCOVER SHALL COVERENTIRE TOP OF BOX1/2" DIA. LIFT HOLEWAAFINISHEDGRADE3" MIN. PCCON ALL SIDESOF BOX (POURIN FIELD)TOP VIEWL1/4" STEEL PLATETRAFFIC COVER,GALVANIZEDAFTER FABRICATION1/3 LSEAL AROUNDCONDUIT WITHGROUT (TYP.)6" 12" MIN.6"MIN. MIN.ALL3" MIN.AROUND1 3/4" x 1 3/4"x3/16" MIN.CONDUIT BELL END(TYP.) NYLON BUSHING3" MIN.ALL AROUNDDRAINHOLESECTION A-AROCK SUMP1" MIN.-2" MAX.AGGREGATEROOFINGPAPER1 1/2" x 1 1/2"x3/16" MIN.BEVEL ENDS TOFIT LIP OF BOXPRECAST REINF.CONCRETE BOXGROUT BOTTOMOF BOX: 4" OUT-SIDE TO 2" ATSUMPCONDUIT (TYP.)(PVC SHOWN)TYP.-ALL CONDUITS:DIMENSION A: 2" MIN., 4" MAX.DIMENSION B: 1" MIN., 2" MAX.NOTE:APPLICATION: PLACED IN CONDUIT RUNS IN AREAS WHERE BOX IS SUBJECT TO VEHICULAR TRAFFIC.NOT TO SCALEDRAWN BY:P.A.C.STANDARD DRAWING FORCONCRETE PULLBOXTRAFFICDRAWN:RESOLUTION:CHECKED BY: DRAWING No.J.S.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTCITY OFWATSONVILLEDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTOR4/99REV.:RES.#289-84S-708c

-CONTROL DENSITY FILL (C.D.F.) SHALL CONSIST OF A FLUID, WORKABLE MIXTURE OFAGGREGATE, CEMENT AND WATER, SHALL BE PLACED IN CONFORMANCE WITH THECITY OF WATSONVILLE STANDARDS, AND SHALL CONFORM TO THE FOLLOWINGREQUIREMENTS:MIX DATA:DESIGN STRENGTH:CEMENT: TYPE II (ASTM C-150)POZZOLAN: INTERNATIONAL CLASS F (ASTM C-618)TOTAL CEMENTICIOUS MATERIAL: SACKS / CU. YD. 3.00WATER / CEMENT RATIO: N/ACOARSE AGGREGATE: NONEFINE AGGREGATE: SAN BENITO SANDCHEMICAL ADMIXTURE TYPE: NONE50 - 150 P.S.I.80 LBS. / CU. YD.202 LBS. / CU. YD.282 LBS. / CU. YD.ENTRAINED AIR: 4.0%(DOSAGE MAY VARY TO OBTAIN DESIRED AIR ENTRAINMENT)DOSAGE: 1/2 OZ. / CWT. (DARAVAIR)INGREDIENT: VOLUME: WEIGHT (LBS. SSD)CEMENTPOZZOLANWATERAIRFINE AGGREGATE0.411.407.34 (55 GAL.)1.0816.77802024582,731TOTALS:27.00 3,471C.D.F. SHALL BE COVERED WITH STEEL PLATES (PLATED) FOR A MINIMUM OF 72 HOURSPRIOR TO PAVING OR OPENING TO TRAFFIC.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.STANDARD DRAWING FORCONTROL DENSITYFILLDRAWN:8/04REV.:RESOLUTION:CHECKED BY:M.E.C.CITY OFWATSONVILLEDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWING No.S-709

LETTERS AND BRACKETS SHALL BEHAWKINS & HAWKINS STANDARD MODELSINGLE PLATE, DOUBLE FACED SIGNS,ASSEMBLY OR EQUALSTREET & STOP SIGNS SHALLHAVE A MINIMUM PLATETHICKNESS OF 0.080"SIDEWALK18"END OF RETURNSIGN LOCATIONVARIES (SEE NOTE 3)ALUMINUM SIGN PANELSTOP1 3/4"x 1 3/4"14 GA. PERFORATEDSTEEL TUBING3/8" STEELDRIVE RIVETSSIGNAS REQUIREDON PLANS9' W/ STOP SIGN (MIN.)7' WITH STREET SIGN ONLY7' TO BOTTOM OFSTOP SIGN (MIN.)TWO 3/8" STEEL DRIVERIVETS; INSERT PLASTICWASHERS BETWEEN SIGN&2 1/4"x12"12 GA.SLEEVEPUNCHED 6HOLESEDGE OF SIGN LOC.1' MIN. BACK OF CURBRIVETS3"12"CURB FACE30"24"36"MIN.BACK OF SIDEWALKPLAN VIEWN.T.S.5"30" LONGANCHORUNITFILLET-WELDALLAROUNDCLASS "A", 6 SACKPORTLAND CEMENTCONCRETE 30" DEEP2"x30", 12 GA.PENETRATOR8" DIA.PUNCHED 6 HOLESANCHOR UNIT DETAILN.T.S.NOTES:5"MOUNTING DETAILN.T.S.1. THE LOCATION OF STREET NAME SIGNS SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BYTHE ENGINEER.2. IF POSTED SPEED LIMIT IS 30 M.P.H. OR GREATER, THE CITY OF WATSONVILLE REQUIRES STREETSIGNS TO BE AT LEAST 8" IN HEIGHT, A MINIMUM OF 24" IN LENGTH, AND THE LETTERS SHALLBE AT LEAST 6" IN HEIGHT. IF THE POSTED SPEED IS LESS THAN 30 M.P.H., THE STREET SIGNSHALL BE 6" TALL WITH 4" LETTERS.3. IF POSTED SPEED LIMIT IS 30 M.P.H. OR GREATER, THE STOP SIGN SHALL BE 30"x30", INSTEAD OF24"x24".NOT TO SCALEDRAWN BY:P.A.C.STANDARD DRAWING FORSTREET NAME& SIGNDRAWN:RESOLUTION:CHECKED BY: DRAWING No.M.E.C.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTCITY OFWATSONVILLEDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTOR10/97RES.#33-82S-801REV.:1/03

DOUBLEMAIL BOXES(SEE NOTE #2)4"x 4" CLEAR GRADE REDWOOD POSTS,SURFACED FOUR SIDES, SET ON PROPERTYLINE BETWEEN ADJOINING LOTS32" LARGE BOXES34" SMALL BOXES6"MIN.1"FINISHCURBLINEBACK OF SIDEWALKORSLOPEGRADEPROPERTY LINE6" 6"MIN.MIN.24"MIN.12"MIN.6"MIN.NOTES:1. PRESSURE TREAT ALL WOOD IN CONTACT WITH EITHER EARTH OR CONCRETE.2. OBTAIN PERMISSION FROM THE PUBLIC WORKS DEPARTMENT TO INSTALL A SINGLE MAILBOX ONLYCITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.CHECKED BY:J.S.CITY OFWATSONVILLESTANDARD DRAWING FORTYPICAL MAILBOXDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWN:10/97RESOLUTION:RES.# 56-81DRAWING No.S-803REV.:4/99

(TREEWELLAPPLICATION)(TURF, SOD OR SOIL APPLICATION)5'-0"TOP DRESS WITH4" OF GRAVEL3/4" TO 1-1/4"TREE GRATE & FRAMEPER DETAIL S-804BPAVEMENT ORSIDEWALKTWO 2" LODGE POLES, PINE STAKES2" WIDE FLEXIBLE WEBBELTING AROUND TREE &PIPE (3 TOTAL)FILL TO GROUND LEVEL WITH3/4" TO 1-1/4" GRAVELNOTES:1. PREPARED BACKFILL SHALLCONSIST OF (RATIO FOR ONECUBIC YARD): 1/2 C.Y. NATIVESOIL, 1/2 C.Y. PEAT MOSS, 1 LB.CALCIUM NITRATE, 2-1/2 LBS.SUPERPHOSPHATE, 1 LB. MURIATOF POTASH, 7 LBS. CALCIUMCARBONATE LIME & 1 LB. IRONSULPHATE. THIS MIX SHALL BEPLACED IN ALL PLANTING HOLES.20"12"ROOTBALLCOMPACT SOIL TOBOTTOM OF ROOT BALL36"5 GAL.(OR 15 GAL.)TREEGRAVEL OR CRUSHEDROCK, 3/4" TO 1-1/4"SOIL MIX, BACKFILL(SEE NOTE 1)POLYETHELYNECONTROLROOTPLANTER("DEEP-ROOT" CONTROLPLANT OR APPROVED EQUAL)COMPACTED SOIL MIX2. LIGHTLY THIN AND SHAPE CROWN TO REDUCEWEIGHT AND REDUCE WIND RESISTANCE. REMOVEALL SUCKER GROWTH.3. SATURATE PLANTING HOLE IMMEDIATLY AFTERBACKFILLING OPERATIONS ARE4. NEW SUBDIVISION LOCATION:COMPLETEDTHERE SHALL BE A MINIMUM OF ONE TREE PERINTERIOR LOT AND TWO TREES PER CORNER LOT,LOCATED 6' MINIMUM BEHINDTHE BACK OF THESIDEWALK.5. ALL TREES IN PUBLIC RIGHT-OF-WAY MUST BEAPPROVED BY CITY AS TO TYPE AND SIZE.6.TREES, ALLOWED IN PUBLIC R/W, 5 GAL.MINIMUM SIZE:A) CALLISTEMON VIMINALS ("WEEPING BOTTLEBRUSH")B) MAYTENUS BOARIA ("MAYTEN TREE")C) PHOTINIA FRASERII, STANDARD ("BIRMINGHAM")D) TRISTANIA LAURINA ("WATER GUM")CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTNOT TO SCALEDRAWN BY:P.A.C.CHECKED BY:R.M.D.CITY OFWATSONVILLESTANDARD DRAWING FORTYPICAL TREEPLANTING & STAKINGDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORDRAWN:10/97RESOLUTION:.RES.#56-81DRAWING No.S-804aREV.:10/07

CONTACT: NEENAH FOUNDRY COMPANYPOST OFFICE BOX 729NEENAH, WI 54957PHONE: (800) 558-5075(920) 725-7000FAX: (920) 729-36611 1/4"1 3/4"3/16"5/8"3-1/4"3/16"4-1/2"1/2" DIA.HOLEIN A 1/4" THICKMILD STEEL PLATEWELDED TO ANGLE24" 24"NEENAH R-8830GRATE & FRAMENEENAHR-8706-1GRATE& FRAMECURB6"TYPICAL SECTION OF NEENAH FRAMENOTE: GRATES SHALL BE SUPPORTED BY FRAMES ON ALL SIDESNOT TO SCALEDRAWN BY:P.A.C.STANDARD DRAWING FORTYPICAL TREEGRATEDRAWN:RESOLUTION:CHECKED BY: DRAWING No.M.A.F.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTCITY OFWATSONVILLE DAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTOR10/97REV.:12/07RES.#289-84S-804b

RUBBER TIES PLACED 6" MAX.BELOW MAIN FORK OR BRANCHINSTALLED WITH A TWIST ANDNAILED TO STAKESTO BOTTOM OF CROTCH(VARIES) 2'-0" MIN.6" 4" MIN.BERM ABOVE GRADE2 x CONTAINER(NO BERM IN TURF AREA)(VARIES) 2'MIN.HALFWAY TOFORK - MAX.1'-06"TWO 2" DIA. LODGE POLEPINE STAKES1"x4" ROUGH REDWOODWITH TWO 2" GALV. NAILSEACH CONNECTION (LOCATEON PREVAILING WIND SIDE)PLACE ROOT CROWN 1/2"x3/4"ABOVE FINISHED GRADE: 2" OFFINE SCREENED FIR BARKFINISHEDGRADESCARIFY SIDESROOT BALLFERTILIZERTABLETSAS SPECIFIEDAMENDED PLANTINGFILL MIX AS SPECIFIEDPVC SCH.40 TEECOMPACTEDTOPSOIL1'-06" MIN.10" 8"PVC LATERALLINESCH.80 PVCNIPPLE1'-6" MIN.GRATE COVERSCH. 80PVC NIPPLEPIPE SIZE -MATCH BASEOF HEADPERFORATEDPIPEBUBBLERHEAD1"MIN.2x CONTAINER4" DIA.x 3' LONGPERFORATED STYRENE PIPEWITH STYRENE DRAIN GRATECOVER & BUBBLER IRRIGATIONNOTE:USE TWO PIPES IN CONCRETE CUT-OUT AREAS. PUT PIPEON UPHILL SIDE OF TREE, LEVEL SITE NORTH OF TREE.SAND1'-06" MIN.PROVIDE A 4" MIN. OR6" MAX. SLOT TO ALOWFOR SETTLEMENT. WRAPOPENING WITH 2 LAYERSOF MARIFI DRAINAGE.REALIGN TABLE CLOTH3'-0"PREVAILINGWIND2" MIN.(TYP.)TREE1'-6" MIN.1"x4"REDWOOD4-PLY 1"x2' RUBBER TIES:INSTALL WITH A TWIST &NAIL1 1/4" GALV.ROOFING NAIL(ONE EACH END)TO THE STAKESPINESTAKESFERTILIZER4" DIA. x 3'-0"PERFORATEDSTYRENE DRAIN PIPEFILL BOTTOM 6' OF DRAINPIPE WITH DRAIN ROCK1 GALLON 2 TABLETS4" DIA. NOM.BUBBLER DETAIL6"2 OR 5 GALLONS3 TABLETS15 GALLONS 6 TABLETS24" BOX OR LARGER10 TABLETSNOT TO SCALEDRAWN BY:P.A.C.CITY OF WATSONVILLE PUBLIC WORKS & UTILITIES DEPARTMENTSTANDARD DRAWING FORTREE PLANTINGWITH BUBBLER IRRIGATIONDRAWN:4/99RESOLUTION:.RES.#56-81CHECKED BY: DRAWING No.CITY OFR.M.D.WATSONVILLEDAVID A. KOCH, PUBLIC WORKS & UTILITIES DEPT. DIRECTORS-804cREV.:10/07