TRENCH SECTION (TYPICAL) - Fond du Lac, Wisconsin

1 AB 6"MIN6"MIN12"MINGROUND OR PAVEMENT SURFACESHEATHING AS REQUIRED BY PLAN,SPECIFICATIONS OR WISCONSINADMINISTRATIVE CODESEE SPECIFICATIONS FOR FILL MATERIALCOVER MATERIALBEDDING MATERIAL TO BE PLACED BEFORESETTING pipe :x4" MIN UNDER BARRELx3" MIN UNDER BELLA = BEDDING MATERIAL LIMITS FOR PVC, corrugated POLYETHYLENE, POLYPROPYLENE& POLYMER MORTAR PIPEB = BEDDING LIMITS FOR CONCRETE PIPEBELL AND SPIGOT JOINT SHOWN3" CRUSHED AGGREGATE BASE REQUIRED IN WETTRENCH. COST TO BE INCIDENTAL TO SEWERINSTALLATIONTONGUE AND GROOVE CROSS SECTION (EXAGGERATED)BELL AND SPIGOT CROSS SECTION (EXAGGERATED)DRY TRENCHWET TRENCHDRY TRENCHWET TRENCHREVISED 02/27/14 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\ TRENCH SECTION SECTION (TYPICAL)SCALE 1" = 1'CONCRETEPAVEMENTASPHALTOVERLAYASPHALT PAVEMENT,CONCRETE PAVEMENT ORCONCRETE BASEEXISTING GROUNDEXISTING GROUNDPIPESTANDARD TRENCH SECTION ASREQUIRED BY PLANS ANDSPECIFICATIONSPAVEMENT SAWCUT - TRENCH SECTION (TYPICAL) SAWCUT FULL LANE WIDTH OR MIN 10'1' MIN1' MIN1' MINSCALE: 1" =1'REVISED 02/12/12 BY JMKJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Pavement Sawcut- TRENCH SECTION PRECASTMANHOLE DETAIL4' DIAMETER OR PERPLAN AND SPECSFLAT TOP SLABADJUSTING RINGSMIN 4" LIPREQUIREDx6 INCHES OF CRUSHED STONE BASE REQUIREDxCONCRETE AND STEEL REINFORCEMENT SHALL CONFORM TOASTM DESIGNATION C478xMANHOLE CONCRETE STRENGTH TO BE 4,000 PSI OR GREATERxMIN.

2 MANHOLE WALL, BASE & FLAT TOP SLAB THICKNESSES4 FT : 5 INCH WALL, 6 INCH BASE & FLAT TOP SLAB5 FT : 6 INCH WALL, 8 INCH BASE & FLAT TOP SLAB6 FT : 7 INCH WALL, 8 INCH BASE & FLAT TOP SLAB8 FT : 9 INCH WALL, 8 INCH BASE & FLAT TOP SLABxMANHOLE BASE TO BE CONSTRUCTED OF CLASS "A" CONCRETE,MINIMUM OF 12 INCHES PLACED UNDER FLOW LINE OF PIPExHEIGHT OF BENCH TO BE X DIA. OF SEWER STORM SEWER BENCH SLOPE - 1 INCH PER FT SANITARY SEWER BENCH SLOPE - 3 INCHES PER FTxPIPE HOLES TO BE MANUFACTURED SO AS TO ALLOW FORLATERAL AND VERTICAL MOVEMENT, AS WELL AS ANGULAR$'-8670(17 7+528*+ xPIPE TO MANHOLE CONNECTORS SHALL MEET ASTM C923(KOR-N-SEAL, QUIK-LOK OR EQUAL)xJOINTS SHALL BE WATERTIGHT AND SHALL BE MADE USINGRUBBER TYPE GASKETS OR PRE-FORMED JOINT MATERIALxMANHOLE STEPS TO BE PLACED AT 16 INCH INTERVALS. THEFIRST STEP SHALL BE PLACED 16 INCHES ABOVE THE TOP STEP MAY VARY FROM 16 INCHES - 24 INCHES FROMTHE TOP OF CASTING. STEPS SHALL BE STEEL REINFORCEDPLASTIC CONFORMING TO WS&W (a).)

3 MANHOLE STEPSSHALL BE ALIGNED OVER THE OUTGOING SECTION - 12 INCH, 16 INCH, 24 INCH, 32 INCH, 48 INCHAND 64 INCH HIGH. AREA OF CIRCUMFERENTIAL STEEL = INCH PER LINEAL FOOTxECCENTRIC CONE MAY VARY IN HEIGHT FROM 28 INCHES TO 36 INCHESxINSTALL FLAT TOP WHEN SHOWN ON PLANS, INSPECIFICATIONS OR APPROVED BY ENGINEERxADJUSTING RINGS SHALL BE INJECTION MOLDED-RECYCLEDHDPE AS MANUFACTURED BY LADTECH, INC., OR APPROVEDEQUAL. RINGS SHALL HAVE AN INSIDE DIAMETER OF INCHES. CONCRETE ADJUSTMENT RINGS SHALL NOT SHALL BE NEENAH FOUNDRY R-1550 OR MANHOLE LID TO HAVE CONCEALED PICK HOLESAND "T" SEAL " GRAVEL BASESEALANTCONCEALEDPICKHOLE"T" SEAL GASKETSANITARYMANHOLESTEPS ROTATEDFOR CLARITYSCALE: 1" = 2'REVISED 04/13/15 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\PRECAST MANHOLE &COVERTOP VIEWINCOMINGPIPETYPICAL STEPLOCATIONBENCHBENCHHEIGHT OF BENCH TO BE X DIA. OF SEWERSTORM SEWER BENCH SLOPE - 1 INCH PER FTSANITARY SEWER BENCH SLOPE - 3 INCHES PER FTSIDE CONNECTING MAINS SHALL HAVE FULL SWEEP CURVATURE INTO MAIN FLOW LINEMANHOLE STEPS SHALL BE ALIGNED OVER THE OUTGOING PIPEPROVIDE 1" SLOPEACROSS MANHOLEBENCHBENCHBENCHBENCHBENCHBENCHBEN CHBENCHBENCHBENCHBENCHBENCHBENCHBENCHSTA NDARD MANHOLEINVERTSREVISED 11/10/15 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\STANDARD MANHOLE "X"STANDARD PRECASTOUTSIDE DROP DETAIL( )BEDDINGMATERIALNATIVEGROUNDATTACH DROP TO MHWALL WITH STRAPPINGANCHORED WITHMASONRY FASTENERS(MIN.)

4 2 STRAPS PERDROP) SHIM "X" IS GREATER THAN2 FT. AN OUTSIDE DROP MUST BECONSTRUCTED AS :FL OF DROP TO BE SETAT SAME ELEV. ASSPRING LINE OF MAIN4'-0" " pipe TO BE SAMEDIAMETER AS INCOMINGSEWER, BUT NOT GREATERTHAN 18" "A" CONCRETECLASS "A" CONCRETEFLOW4"4"4" pipe SUPPORTED INACCORDANCE WITHSEC. OF WISCONSINSEWER AND WATER HEIGHT BENCH (TYP)NATIVEGROUNDBACKFILLMATERIALBOOTBOO TDATE: 2/14 DRAWN BY: MPBREVISED: -REVISED BY: -PATH: J:\CITYDWG\DTL\SPEC BOOK UPDATES-JMK\Sanitary Outside BACKFILL67$1'$5' :<( 527$7( 83 0$;CENTERLINEVIRGIN SOILBEDDING & COVER AS SPECIFIED %(1'4" MIN. BEDDINGLATERAL LAID AT 14" PER FOOT UNLESSSPECIFIED OTHERWISE %(1'TIE TO EXISTING LATERAL WITH6" FERNCO, APPROX. 6' DEPTHAT FRONT OF WALKSANITARY RISER DETAIL (TYPICAL)EXISTING LATERALMAINTAIN A TOP OF pipe DEPTH OF 9' AT A LOCATION2' BEHIND BACK OF CURBSCALE: 1" = 4'REVISED 02/10/12 BY JMKJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Sanitary Riser Detail-Existing BACKFILL67$1'$5' :<( 527$7( 83 0$;CENTERLINEVIRGIN SOILBEDDING & COVER AS SPECIFIED %(1'4" MIN.))))))

5 BEDDINGLATERAL LAID AT 14" PER FOOT UNLESSSPECIFIED OTHERWISE %(1'SANITARY RISER DETAIL (TYPICAL)NEW LATERALMAINTAIN A TOP OF pipe DEPTH OF 9' AT A LOCATION2' BEHIND BACK OF CURB6" PLUGSCALE: 1" = 4'REVISED 06/13/13 BY JMKJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Sanitary Riser Detail-New BASIN STAKING DIAGRAMMOUNTABLE CURBCASTING # R-3067-CPLAN VIEWCROSS SECTIONSCALE: 1" = 2'REVISED 02/26/14 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\CATCH BASIN STAKING BASIN STAKING DIAGRAMSTANDARD CURBCASTING # R-3067 CROSS SECTIONPLAN VIEWSCALE: 1" = 2'REVISED 02/26/14 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\CATCH BASIN STAKING R GRATE REQUIRED,UNLESS SPECIFIED OTHERWISENEENAH FOUNDRY FRAME TYPER-3067 (VERTICAL FACE CURB)OR R-3067-C (DRIVEWAY ORMOUNTABLE CURB), UNLESSSPECIFIED OTHERWISE5" WALL2' X 3'INSIDEDIMENSIONBENCH: 1 INCH PER FOOT8" BASE6" GRAVEL BASEALL CATCH BASIN LEADSSHALL BE 12" CLASS III RCPUNLESS OTHERWISE NOTEDPRECASTTYPE "H" CATCH BASINSTANDARD CATCHBASIN DETAILEACH R-3067 CATCH BASINSHALL INCLUDE NEENAHENVIRONOTICE LETTERINGCAST INTO TOP OF CURB " ' MINIMUMUNLESSSPECIFIEDOTHERWISEADJUSTING RINGCONCRETE AND STEELREINFORCEMENT SHALL CONFORMTO ASTM DESIGNATION C913 PROVIDE 3"-6" OF ADJUSTMENTALL ADJUSTING RINGS SHALLHAVE A 2" MINIMUM THICKNESSSCALE: 1" = 1'REVISED 03/13/15 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\CATCH BASIN TYPE H " MIN OR AS DIRECTEDBY THE ENGINEEREND VIEWSIDE VIEWFLOWCULVERT PIPECHECK DETAILFILL BAGS WITH AGGREGATE CONFORMINGTO THE FOLLOWING GRADATION (WISDOTNO.))

6 1 COARSE AGGREGATE)ROCK BAGROCK BAGPIPEBAGS SHALL HAVE A MINIMUMIN-PLACE FILLED SIZE OF 18 INCHES LONG BY 12 INCHESWIDE BY 6 INCHES HIGHPROVIDE BAGS MADE OFHIGH-DENSITY POLYETHYLENEOR GEOTEXTILE FABRICSTEEL APRONENDWALL SHOWNSTEEL APRONENDWALL SHOWNPERIODICALLY REMOVESEDIMENT TO MAINTAINEFFECTIVE FUNCTION2-INCH1 12"-INCH1-INCH34"-INCH38"-INCHNo. 4No. 8 SIEVEPERCENT PASSINGBY WEIGHT--10090-10020-550-100-5 REVISED 02/6/15 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\CULVERT pipe CHECK OF FOND DU LACWATER UTILITYFOND DU LAC COUNTY, WISCONSINSTANDARD DETAILS FOR WATER MAIN CONSTRUCTIONPROJECTTITLEDETAIL WATERSERVICES-16 CTS HIGH DENSITY POLYETHYLENE TUBINGETHYLENE WRAP BOX WITH POLY-SEAL BASE OF GRADE2" X 6" X 8" WOOD BLOCKING CURB STOPPVC WATER MAINCORPORATION STOP3' '-0 CORP. STOPSERVICEPIPECURB STOPSERVICEBOX1 1/4"1" x 1 1/4"1 1/4" x 1" x 1 1/4"2 1/2"2 1/2"1 1/2"1 1/2"1 1/2"2 1/2"2" 2"2"ALL SERVICES REQUIRE THE USE OF A SERVICE SADDLE. SERVICE BOXPOLYETHYLENE WRAP1"3/4" x 1"1" x 3/4" x 1"2 1/2"7'-0" MAX.

7 DEPTHTRACER WIRE CONNECT TO EXISTING pipe WITH TRANSITIONAL UNION OR SEAL WITH POLYETHYLENE WRAP6'-0" MIN. DEPTHCITY OF FOND DU LACWATER UTILITYFOND DU LAC COUNTY, WISCONSINSTANDARD DETAILS FOR WATER MAIN CONSTRUCTIONPROJECTTITLEDETAIL SEATED GATE VALVE & BOXSETTING WITH PVC WATER MAINS-13 GRADETHREE PIECEVALVE BOXENCASE VALVE INPOLYETHYLENE WRAPTRENCH WIDTHBLOCKING2" X 6" X 18" WOODGATE VALVE BOXMOUNTING BRACKETSIDE VIEWFRONT VIEWBACKFILLSECTIONSECTIONBEDDINGTAPECIT Y OF FOND DU LACWATER UTILITYFOND DU LAC COUNTY, WISCONSINSTANDARD DETAILS FOR WATER MAIN CONSTRUCTIONPROJECTTITLEDETAIL HYDRANTWITH PVC WATER MAINS-15 MAIN TRENCH6" GATE VALVE & BOXHYDRANTDRAIN ROCK19 3/4"(TYP.)BEDDING MATERIAL2" X 10" X 15"WOOD BLOCKINGCONCRETETHRUST BLOCKVARIESVARIESVARIESPOLYETHYLENEWRAPS ECTIONTAPETRACER WIRE & 2" CONDUIT IF REQUIRED 3'2" SCHEDULE 40 PVC CONDUIT2 - ELEC. WIRE 6 AWG HOTS1 - ELEC. WIRE 6 AWG NEUTRAL1 - ELEC. WIRE 10 AWG GROUNDSAND BACKFILLPOLES AND LUMINAIRESTO BE SUPPLIED BY THECITY OF FDLHANDHOLE SHALL BE8"-12" ABOVE GRADE3'ALL WIRES SPLICEDWITH WINGNUTS INPOLE HANDHOLEFORMED IN "S" SHAPE20' CABLE TYPE UF 2-12 AWG FROM HANDHOLETO LIGHT FIXTURE2" PLUGS - #258 JTCARLON OR EQUAL100 W HPSENDS OF CONDUIT NO MORETHAN 3' FROM LIGHT POLEAND NOT UNDER CURBTOP VIEWORNAMENTAL STREET LIGHTTYP 30" CURB AND GUTTER2" PVC CONDUITLOCATED 18" - 24"BEHIND ANDBELOW CURBLIGHT POLE AND BASE18"-24" '18" - 24"REVISED 03/16/16 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Ornamental Street Light THREADS SHALLBE ANTI-SEIZEDTHREADED BOLTS3" MAX ABOVECONCRETE1" X 36" ANCHOR BOLTS14' NORTH YORKSHIREALUM.

8 POLE, BLACK2"20' CABLE TYPEUF 2-12 AWGRESIDENTIAL DECORATIVESTREET LIGHTTOP VIEWTYP 30" CURB AND GUTTERTHE CITY OF FOND DU LAC ELECTRICAL DEPTSUPPLIES ALL POLES, LUMINAIRES, AND CONTRACTOR IS RESPONSIBLE FOR THEINSTALLATION OF POLES, THE CONSTRUCTIONOF BASES, AND THE SUPPLY ANDINSTALLATION OF CONDUIT AND " SCHEDULE 40 PVC CONDUITHOLOPHANE UTILITY GRANDVILLE LUMINAIRE100 W HPS, MOGUL BASE, MULTI TAPASYMMETRIC TYPE IVBRONZE FINISH2 - ELEC. WIRE 6 AWG1 - ELEC. WIRE 6 AWG NEUTRAL1 - ELEC. WIRE 10 AWG GROUND3'18"-24"18" - 24"22"4'22" DIAMETER CONCRETE BASE15" DIAMETER BOLT PATTERN %(1'2" PVC CONDUITLOCATED 18" - 24"BEHIND ANDBELOW CURBNO. OF 2" PVC CONDUITSENTERING BASE MAYVARY FROM 1-4 REVISED 07/07/14 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Decorative Street Light AGGREGATE BASE COURSEPER PLANS AND SPECIFICATIONS2" RADIUS30" CONCRETE CURB ANDGUTTER - STANDARD2" RADIUSCRUSHED AGGREGATE BASE COURSEPER PLANS AND SPECIFICATIONS36" CONCRETE CURB ANDGUTTER - STANDARDSCALE: 1" = 10'REVISED 07/16/14 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Curb and Gutter Details-30 & 36 " CONCRETEAPPROACHEXPANSIONJOINTDRIVE APPROACHCURB AND GUTTERCRUSHED AGGREGATE BASE COURSEPER PLANS AND SPECIFICATIONSTYPICAL TIE BARLOCATIONADJACENTPAVEMENTNO.)

9 4 x 2' TIE BARSSPACED AT 3' C-CCONCRETECURB & GUTTER12 THICKNESSOF GUTTERTIE BARS DRILLED INTOEXISTING PAVEMENTEXISTINGCONCRETENO. 6 TIE BARS SPACED AT ' C-CINSTALLED PERPENDICULAR TO THELONGITUDINAL JOINTNEWCONCRETE12 THICKNESS OFNEW CONCRETETIE BARSTIE BARSEXISTING CURBAND GUTTERNEW CURBAND GUTTERTIE BARS DRILLED INTOEXISTING CURB AND GUTTERNO. 6 TIE BARS INSTALLED AT 12 THICKNESS OF NEW CONCRETEGUTTERCURBSAWCUTNO. 6 x 1' TIE BARSCONCRETECURB & GUTTER12 THICKNESSOF GUTTERTIE BAR MAY BE OMITTEDIF EXISTING CURB HEADDAMAGEDPLAN VIEWPROFILE VIEWNOT TO SCALEREVISED 08/1/14 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Curb and Gutter Details-Drive Approach & Tie " RADIUSCRUSHED AGGREGATE BASE COURSEPER PLANS AND SPECIFICATIONSCRUSHED AGGREGATE BASE COURSEPER PLANS AND SPECIFICATIONS30" CONCRETE CURB ANDGUTTER - REVERSE SLOPE30" CONCRETE CURB ANDGUTTER - MOUNTABLESCALE: 1" = 10'REVISED 07/16/14 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Curb and Gutter Details-Reverse Slope & " RADIUS* HEIGHT OF CURB TO VARY TO MATCH PROPOSEDGUTTER FLOW LINE AND TOP OF CURB ELEVATIONSCRUSHED AGGREGATE BASE COURSEPER PLANS AND SPECIFICATIONS30" CONCRETE CURB ANDGUTTER - STANDARD WITHVARIABLE CURB HEIGHTCRUSHED AGGREGATE BASE COURSEPER PLANS AND SPECIFICATIONS2" RADIUS24" CONCRETE CURB ANDGUTTER - STANDARDSCALE: 1" = 10'REVISED 07/16/14 BY NWJ.

10 \CITYDWG\Civil 3D Drawings\DTL\City SDDs\Curb and Gutter Details-Reverse Slope & OF SIDEWALKFRONT OF SIDEWALK6" CURB24" GUTTERVARIABLE WIDTH SIDEWALK4" CONCRETETERRACE AREAWIDTH VARIESGUTTER FLOWLINESIDEWALK AT DRIVEWAY6" CONCRETEEXPANSION JOINTMATERIAL REQUIREDSLOPESLOPE2'2'15"15"14' MIN. & 28' MAX. WIDTH, RESIDENTIAL14' MIN. & 35' MAX. WIDTH, COMMERCIALFRONT OF SIDEWALKBACK OF SIDEWALKDRIVEWAY APPROACHTERRACE AREAGUTTER FLOWLINE6" CURBPLAN VIEWPROFILE VIEW6"24" "6" " SECTION A -ACRUSHED AGGREGATE BASE COURSE AS PERPLANS AND SPECIFICATIONSDOUBLE PITCH /ROLLED DRIVEAPPROACH AND WALKDRIVEWAY APPROACH6" CONCRETEAAEXPANSION JOINTMATERIAL REQUIREDEXPANSION JOINTMATERIAL REQUIRED1 SQSIDEWALK1 SQSIDEWALKSIDEWALK DOUBLE PITCH AREAROLL AREAEXPANSION JOINTMATERIAL ' ' " PER FTROLL AREA10' MIN. WIDTH ATFRONT OF SIDEWALKDRIVEWAY APPROACH6" CONCRETE8% OPTIMUM, 12% MAX SLOPEEXPANSION JOINTMATERIAL ' '5' ' WALK:REVISED 02/13/12 BY JMKJ:\CITYDWG\DTL\SPEC BOOK UPDATES-JMK\DRIVE APPROACH DETAILS-DOUBLE OF SIDEWALKFRONT OF SIDEWALK6" CURB24" GUTTERVARIABLE WIDTH SIDEWALK4" CONCRETETERRACE AREAWIDTH VARIESGUTTER FLOWLINESIDEWALK AT DRIVEWAY6" CONCRETE10' MIN.