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Updated: Thursday, February 15, 2018THEVILLAGEOFALGONQUINSTANDARDSPECIFICATIONS& DETAILSFORCONSTRUCTIONANDESTIMATINGCreated by: Shawn M. HurtigVillage of Algonquin - Public Works Office - 110 Meyer Dr. Algonquin, IL 60102 Office 1-847-658-2754 x-4403, Fax 1-847-658-2759
MemorandumTo:Contractors, Engineers, & DevelopersDate:Thursday, February 16, 2018Re:Disclaimer on use of Specifications & DetailsVillage of algonquinDepartment of Public WorksPublic Works ProjectManagerShawn M. HurtigThis letter is to caution you on the use of the Village of Algonquin standard details and specifications. Thisinformation is provided to you with good faith, and much effort of the Village of Algonquin to standardizethe construction of its utilities and assets. The files are in Adobe Acrobat PDF format for viewing andinsertion into documents. These files were created by the Village of Algonquin in accordance with thesubdivision ordinance, and are not to be altered in any way other than scale of the overall file. If it is foundduring review or construction that the documents have been altered, the project will be immediately closedout or shut down, and corrective action will be considered on a case by case scenario. If you have anyquestions regarding this letter, please feel free to contact me at the information listed below.If for any reason the information provided (details & specifications) couldn’t be read, please feel free tocontact me at the information listed below.Adobe Acrobat Reader can be downloaded html110 Meyer Dr.Algonquin, IL 60102-2749Shawn M. HurtigPublic Works Project Manager847-658-2754 x-4403shawnhurtig@algonquin.orgRespectfully Submitted;Shawn M. HurtigVillage of Algonquin - Public Works Office - 110 Meyer Dr. Algonquin, IL 60102 Office 1-847-658-2754 x-4403, Fax 1-847-658-2759G:\Public\PWA Division\Details, Specs, & Appvd Products\Patti's Project\Detail Book\Workable Files\Disclaimer.docPage 1 of 1
MemorandumTo:Contractors, Engineers, & DevelopersDate:Thursday, February 16, 2018Re:Village of Algonquin Staff ContactsVillage of AlgonquinDepartment of Public WorksPublic Works ProjectManagerShawn M. HurtigPublic Works Department110 Meyer Dr.Algonquin, IL 60102Phone: 847-658-2754Fax: 847-658-2759Village Hall of Algonquin2200 Harnish Dr.Algonquin, IL 60102Phone: 847-658-2700Fax: 847-658-4564Public Works DirectorRobert MitchardPhone: x-4402e-mail: robertmitchard@algonquin.orgGeneral Services SuperintendentSteve LudwigPhone: x-4411e-mail: steveludwig@algonquin.orgAssistant DirectorMichele ZimmermanPhone: x-4401e-mail: mzimmerman@algonquin.orgUtility SuperintendentJason SchutzPhone: x-4421e-mail: jasonschutz@algonquin.orgPublic Works Project ManagerShawn M. HurtigPhone: x-4403e-mail: shawnhurtig@algonquin.orgInnovation Technology DirectorKevin CrookPhone: x-2239e-mail: kevincrook@algonquin.orgCommunity Development DirectorRussell Farnum2200 Harnish Dr.Algonquin, IL 60102Phone: 847-658-2700 x-3300Fax:: 847-658-2631e-mail: russfarnum@algonquin.orgVillage ManagerTim Schloneger2200 Harnish DrAlgonquin, IL 60102Phone: 847-658-2700 x-2200Fax: 847-658-5107e-mail: timschloneger@algonquin.orgRespectfully Submitted;Shawn M. HurtigVillage of Algonquin - Public Works Office - 110 Meyer Dr. Algonquin, IL 60102 Office 1-847-658-2754 x-4403, Fax 1-847-658-2759
Inspector HandoutTABLE OF CONTENTSTITLEPAGECOVER PAGEDISCLAIMERVILLAGE CONTACTSTABLE OF CONTENTSGENERAL CONDITIONS1Construction EntranceInlet Filter ProtectionTree Protection and Root PruningSiltation Control FenceTemporary Gang Mailbox Installation234-67891011ROADWAYRoad Cross SectionParking Lot Pavement Cross SectionsUnit Pavers Over Rigid Base – Sheet 1Unit Pavers Over Rigid Base – Sheet 2Speed HumpB6.12 Curb & GutterCurb Expansion Joint12131415161718RIGHT OF WAYSidewalkUnit Pavers Sidewalk/ PlazaPerpendicular Curb Ramps for Sidewalks – Sheet 1Perpendicular Curb Ramps for Sidewalks – Sheet 2Mid – Block Curb Ramps for SidewalksMedian Pedestrian CrossingCorner Parallel Curb Ramps for SidewalksDiagonal Curb Ramps for SidewalksDepressed Corner for SidewalksResidential ApronCommercial/Industrial ApronBituminous Multi Use TrailMulti Use Path Roadway CrossingDomestic MailboxStreet Signage192021222324252627282930313233
Handicap SignageRed Cedar Guard RailTree PlantingUrban Tree Planting Well34353637UTILITYManhole Cover w/LogoTrench SectionsTrench Adjacent to PavementCasing Pipe38394041SANITARYSanitary ManholeSanitary Sewer Drop ManholeService RiserSanitary ServiceSanitary Sewer Repair @ CrossingForcemain Bypass Pumping StructureForcemain Clean Out42434445464748WATERValve VaultPressure Connection and VaultFire HydrantWater Service49505152STORMStorm ManholeCatch Basin Type A & BCatch Basin Type C – Special Use OnlyDrywell-Special Use OnlyInlet Type AFlared End SectionLinear Driveway Drain – Special Use OnlyDrain TileStorm Structure UnderdrainRigid Base DrainageFuel Spill Collection5354555657585960616263ELECTRICALLighting Controller Cabinet & Foundation – Standard DetailLighting Controller Wiring Diagram – Standard DetailLighting Controller Component Schedule – Standard DetailCombination Controller Cabinet & Foundation –HistoricDistrict/Park Lighting64656667
Receptacle Controller Wiring Diagram – HistoricDistrict/Park LightingReceptacle Controller Component Schedule – HistoricDistrict/Park LightingCabinet Orientation – Standard DetailGround Field Detail – Standard DetailUnderground Service Installation – Standard DetailOverhead Service Installation – Standard DetailConduit Detail – Standard DetailElectric Cable Splice – Standard DetailConcrete Handhole – Standard DetailJunction Box Detail – Standard DetailMetal Helix FoundationConcrete Foundation DetailTransformer Base Detail – Special Use OnlyBreakaway Coupling Detail – Special Use OnlyHandhole Wiring Diagram – Standard DetailHandhole Wiring Diagram – Historic District/Parks LightingTree Well Electrical Outlet – Historic/Parks LightingLight Standard & Luminaire Detail – Local Collector RoadwayLight Standard & Luminaire Detail – Local RoadwayLight Standard & Luminaire Detail – Commercial RoadwayLight Standard & Luminaire Detail – Commercial CollectorRoadwayLocal Roadway Pole Detail – Historic District LightingLocal Collector Roadway Pole Detail – Historic District LightingCommercial Roadway Pole Detail –Historic District LightingCommercial Collector Roadway Pole Detail – Historic DistrictLightingOrnamental Post Top Pole Detail – Historic 28384858687888990919293
VILLAGE OF ALGONQUINPUBLIC WORKS DEPARTMENT110 MEYER DRIVEALGONQUIN, IL 60102-2442PH: 847-658-2754FX: 847-658-2759WWW.ALGONQUIN.ORGFENCE LININGBOTH SIDES OF ENTRANCE REQUIREDHARD SURFACE'05MIN12" M IN.GEOTEXTILE FABRIC20n.itMFooNOTES:1. STONE SIZE - USE 3" STONE, OR RECYCLED CONCRETE EQUIVALENT.2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCELOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY).3. THICKNESS - NOT LESS THAN TWELVE (12) INCHES.4. WIDTH - TWENTY (20) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTSWHERE INGRESS OR EGRESS OCCURS.5. FILTER CLOTH - WILL BE PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE. FILTERWILL NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE LOT.6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTIONENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLEBERM WITH 5-1 SLOPES WILL BE PERMITTED.7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILLPREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAYREQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIRAND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED,DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVEDIMMEDIATLEY.8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTOPUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREASTABILIIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.9. SILT FENCE SHALL LINE BOTH SIDES OF THE ENTRANCE WAY FOR THE ENTIRE LENGTH.THIS WILL ENCOURAGE THE FULL USE OF THE DESIRED ENTRANCE.CONSTRUCTION ENTRANCEVillage of Algonquin Specifications & Details GuideDrawn By: CBBELRevision Date 4/8/2015Approved By: Shawn M. HurtigEffective Date 05/01/2015
VILLAGE OF ALGONQUINPUBLIC WORKS DEPARTMENT110 MEYER DRIVEALGONQUIN, IL 60102-2442PH: 847-658-2754FX: 847-658-2759WWW.ALGONQUIN.ORGNOTE:1. SEE VILLAGE OF ALGONQUIN APPROVED PRODUCTSLIST FOR MANUFACTURER AND MODEL NUMBERS.INLET FILTER PROTECTIONVillage of Algonquin Specifications & Details GuideDrawn By: CBBELRevision Date 4/8/2015Approved By: Shawn M. HurtigEffective Date 05/01/2015
VILLAGE OF ALGONQUINPUBLIC WORKS DEPARTMENT110 MEYER DRIVEALGONQUIN, IL 60102-2442PH: 847-658-2754FX: 847-658-2759TREES DRIP LINE IS THE FURTHESTWWW.ALGONQUIN.ORGOUTSIDE EDGE OF THE OUTER MOST BRANCHCURBPROTECTIVE FENCINGTO BE INSTALLEDEXCAVATIONAT DRIP LINE OF TREEZONEAND EXTENDED PARALLELTO THE OUTSIDE EDGEOF EXCAVATION PAYLINESEE TREE REMOVALTREEORDINANCE FOR DETAILSFENCEIF TREE REMOVAL ISNECESSARYDRIP LINEROOTROOT PRUNING ZONEPRUNINGZONECURB & GUTTEREXCAVATION6" MIN - 12" MAXZONE ASSHOWN ON PLANSOR OUTSIDE EDGEOF EXCAVATIONPAYLINEVILLAGE RIGHT OF W AY LINE OREASEM ENT24"PLAN VIEWNOTES:1. ADDITIONAL TREE PROTECTION MAY BE NECESSARY AT THE DIRECTION OF THE VILLAGE.2. ALL RAISING AND PRUNING TO BE UNDER THE SUPERVISION OF THE VILLAGE.3. ALL ROOT PRUNING TO OCCUR PRIOR TO THE INSTALLATION OF PROTECTIVE FENCING.4. THERE IS TO BE NO STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL INSIDE THE PROTECTIVE FENCING.5. ROOT PRUNING EQUIPMENT SHALL CLEANLY CUT ROOTS WITHOUT RIPPING OR TEARING.TREE PROTECTION & ROOT PRUNINGVillage of Algonquin Specifications & Details GuideDrawn By: CBBELRevision Date 4/8/2015Approved By: Shawn M. HurtigEffective Date 05/01/2015
VILLAGE OF ALGONQUINPUBLIC WORKS DEPARTMENT110 MEYER DRIVEALGONQUIN, IL 60102-2442PH: 847-658-2754FX: 847-658-2759WWW.ALGONQUIN.ORGWOVEN WIRE FENCE36" MIN. FENCE POSTS(MIN. 14 1/2 GAUGE,DRIVEN 16" INTO GROUNDMAX. 6" MESH SPACING)HEIGHT OFFILTER FABRIC16" MIN.FLOWFLOW8" MIN.PERSPECTIVE VIEWWOVEN WIRE FENCEWITH WOVEN GEOTEXTILEFILTER FABRIC OVER.FLOWEMBED FILTER FABRICMIN. 8" INTO GROUND& BACKFILL36" MIN. FENCE POSTUNDISTURBED GROUND16" M IN.MAX. 6" MESH SPACING)20" M IN.(14 1/2 GAUGE MIN.,SECTIONNOTES:1.WOVEN WIRE FENCE SHALL BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES.2.FILTER FABRIC TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.3.WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY 6" AND FOLDED.4.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN BULGES DEVELOP IN THE SILT FENCE ORWHEN COLLECTED SOIL HAS REACHED A DEPTH OF ½ THE FABRIC HEIGHT.5.SEE VILLAGE OF ALGONQUIN APPROVED PRODUCTS LIST FOR MANUFACTURER AND MODEL NUMBERS.SILTATION CONTROL FENCEVillage of Algonquin Specifications & Details GuideDrawn By: CBBELRevision Date 4/8/2015Approved By: Shawn M. HurtigEffective Date 05/01/2015
VILLAGE OF ALGONQUINPUBLIC WORKS DEPARTMENT110 MEYER DRIVEALGONQUIN, IL 60102-2442PH: 847-658-2754FX: 847-658-2759WWW.ALGONQUIN.ORGFACE OF BOX PLACED EVEN WITHEDGE OF SHOULDER, OR 6" BEHINDTHE BACK OF CURB WHEN CURB ANDGUTTER IS PRESENTMAIL BOX MEETINGU.S. POSTAL REGULATIONSWITH STREET NAME AND ADDRESSON DOOR (TYP.)B2 ROWS,MAXIMUM39" FOR TWO ROWS41" FOR ONE ROW2X6 WOOD SUPPORTPOSTBSECTION B-BNOTE:1. TEMPORARY MAIL BOXES SHALL BE INSTALLED ATLOCATIONS APPROVED BY THE VILLAGE POSTMASTERTEMPORARY GANG MAIL BOX INSTALLATIONVillage of Algonquin Specifications & Details GuideDrawn By: CBBELRevision Date 4/8/2015Approved By: Shawn M. HurtigEffective Date 05/01/2015
VILLAGE OF ALGONQUINPUBLIC WORKS DEPARTMENT110 MEYER DRIVEALGONQUIN, IL 60102-2442PH: 847-658-2754FX: 847-658-2759WWW.ALGONQUIN.ORGARTERIAL 100' MIN, COLLECTOR 80' MIN, LOCAL 66' MIN.ARTERIAL 48' MIN,COLLECTOR 34' MIN, LOCAL 31' MIN.2% MIN.4' WIDE, 4" P.C.C.SIDEWALK, 1' INSIDER.O.W.COMBINATION CONCRETEB6.12 CURB & GUTTER (SEE DETAIL)USE TABLE 7 VILLAGE CODE CHAPTER 22TO DETERMINE MIX AND THICKNESS OF SURFACE COURSE *USE USE TABLE 7 VILLAGE CODE CHAPTER 22TO DETERMINE MIX AND THICKNESS OF BINDER COURSE *(SEE BINDER DETAIL FOR SPECIAL INSTALLATION REQUIREMENTS)USE USE TABLE 7 VILLAGE CODE CHAPTER 22TO DETERMINE THICKNESS OF GRADE 9 AGGREGATE BASE COURSE TYPE B ** PAVEMENT STRUCTURE TO BE CONFIRMED BY GEOTECHNICAL EXPLORATION.**** THE DETAIL BELOW IS USED WHEN BINDER IS EXPOSED OVER 30 DAYS ****RAMP BINDER TO FACE OF CURBEDGE GRIND BINDER WHEN SURFACE IS READY FOR INSTALLATION5' MIN.BINDER COURSEAGG. BASE COURSESUB-BASEROAD CROSS SECTIONVillage of Algonquin Specifications & Details GuideDrawn By: CBBELRevision Date 4/8/2015Approved By: Shawn M. HurtigEffective Date 05/01/2015
VILLAGE OF ALGONQUINPUBLIC WORKS DEPARTMENT110 MEYER DRIVEALGONQUIN, IL 60102-2442PH: 847-658-2754FX: 847-658-2759WWW.ALGONQUIN.ORG2" HMA SURFACE COURSE, MIX D, N502.5" HMA BINDER COURSE IL-19.0, N5010" AGGREGATE BASE COURSE TYPE BTYPICAL LOT DESIGN2" HMA SURFACE COURSE, MIX D, N502.5" HMA BINDER COURSE IL-19.0, N5012" AGGREGATE BASE COURSE TYPE BHEAVY DUTY/TRUCK TRAFFIC AREAS8" PCC PAVEMENT6" AGGREGATE BASE COURSE TYPE BLOADING DOCK AREAPARKING LOT PAVEMENTSVillage of Algonquin Specifications & Details GuideDrawn By: CBBELRevision Date 4/8/2015Approved By: Shawn M. HurtigEffective Date 05/01/2015
VILLAGE OF ALGONQUINPUBLIC WORKS DEPARTMENT110 MEYER DRIVEALGONQUIN, IL 60102-2442COMBINATION CONCRETECURB & GUTTERPH: 847-658-2754FX: 847-658-2759WWW.ALGONQUIN.ORG8" CONCRETE CROSSWALK OR12" CONCRETE STOP BARWHERE INDICATED4" x 8" UNIT PAVER90 HERRINGBONE PATTERN4" x 8" UNIT PAVERSOLDIER COURSE (TYP)12" CONCRETE BORDERWOVEN GEOTEXTILE FABRICOVER TOP OF WEEPHOLE2-3/4" SAND SETUNIT PAVERSCOMBINATION CONCRETECURB & GUTTER2% SLOPE1" SAND BEDDING COURSENO. 4 X 18" EPOXY COATEDREBAR @ 24" CENTERS8" P.C.C. BASE COURSE2" WEEPHOLES, 24" ON CENTER8" FROM EDGE OF PAVEMENTFILLED WITH WASHED PEA GRAVEL3" SUB-BASE GRANULARMATERIAL, TYPE B (CA-6)8" MIN.RIGID BASEDRAINAGE (SEE DETAIL)NOTES:1. AGGREGATE FOR BEDDING SHALL CONFORM TO THE GRADATION FOUND IN TABLE BELOW.2. FINE AGGREGATE FOR JOINT SAND REPLACEMENT SHALL BE TYPE HP POLYMERIC SAND.3. MAXIMUM PAVER JOINT WIDTH SHALL BE 1/8".4. SEE VILLAGE OF ALGONQUIN APPROVED PRODUCTS LIST FOR MANUFACTURER AND MODEL NUMBERS.GRADING REQUIREMNTS FOR BEDDING AND JOINT SANDSIEVE SIZE3/8 INNO. 4NO. 8NO. 16NO. 30NO. 50NO. 100PERCENT PASSING10095 TO 10080 TO 10050 TO 8525 TO 6010 TO 302 TO 10UNIT PAVERS OVER RIGID BASE 1 OF 2Village of Algonquin Specifications & Details GuideDrawn By: CBBELRevision Date 4/8/2015Approved By: Shawn M. HurtigEffective Date 05/01/2015
VILLAGE OF ALGONQUINPUBLIC WORKS DEPARTMENT110 MEYER DRIVEALGONQUIN, IL 60102-2442PH: 847-658-2754FX: 847-658-2759WWW.ALGONQUIN.ORG2 - #4 EPOXY COATEDREBARS (CONTINUOUS)NO. 4 X 18" EPOXY COATEDTIE BARS @ 24" CENTERS,EACH SIDE (STAGGEREDAT 12" CENTERS)9 3/4" CLASS SI CONCRETEUNIT PAVERS12"SAND BEDDING3"9"3"3"4"3"3" AGGREGATE BASECOURSE. TYPE B (CA-6)CONCRETE BASE12" CONCRETE STOP BAR2 - #4 EPOXY COATEDREBARS (CONTINUOUS)9 3/4" CLASS SI CONCRETENO. 4 X 15" EPOXY COATEDTIE BARS @ 24" CENTERS,EACH SIDE (STAGGEREDAT 12" CENTERS)UNIT PAVERS8"SAND BEDDING4"9"3"4"3"3" AGGREGATE BASECOURSE. TYPE B (CA-6)CONCRETE BASE8" CONCRETE CROSSWALK2 - #4 EPOXY COATEDREBARS (CONTINUOUS)NO. 4 X 18" EPOXY COATEDTIE BARS @ 24" CENTERS,EACH SIDE (STAGGEREDAT 12" CENTERS)9 3/4" CLASS SI CONCRETEUNIT PAVERS12"SAND BEDDING3"3"4"3"3"3" AGGREGATE BASECOURSE. TYPE B (CA-6)CONCRETE BASE12" CONCRETE BORDERUNIT PAVERS OVER RIGID BASE 2 OF 2Village of Algonquin Specifications & Details GuideDrawn By: CBBELRevision Date 4/8/2015Approved By: Shawn M. HurtigEffective Date 05/01/2015
VILLAGE OF ALGONQUINPUBLIC WORKS DEPARTMENT110 MEYER DRIVEALGONQUIN, IL 60102-2442PH: 847-658-2754FX: 847-658-2759XX M PHWWW.ALGONQUIN.ORG75' - 100'W17-1SPEEDHUMPAHEADCHEVERONS12" WHITEPAVEMENTMARKINGEXISTING W IDTHBASTREET CENTERLINE14'XX M PHSPEEDHUMP AHEADW17-1"0.)3PYT(75'-100'SPEEDHUMPAHEADSOLID YELLOWDIAMOND SHAPEWITH LETTERS3"1.31"2.25"SPEED HUMP AHEAD SIGNEX ROADSURFACE3.09' (TYP.)1.54'2'(TYP.)7-0"(TYP.)7-0"1.5" MIN. MILLEDBUTT JOINT (TYP.)CPARABOLIC CROWNLSECTION A-ACURBFACE2' MAX.BITUMINOUSSURFACECOURSE12" TAPER(WIDTH VARIES)NOTE1. ON NON-CURB ROADSSPEED HUMPS WILL SPANFROM ROAD EDGE TO ROADEDGE WITH A MILLED BUTTJOINT ALONG EACH EDGEEX ROADSURFACETACK COATSECTION B-B1.5" MIN. MILLEDBUTT JOINT (TYP.)SPECIAL USE ONLYSPEED HUMPVillage of Algonquin Specifications & Details GuideDrawn By: CBBELRevision Date 4/8/2015Approved By: Shawn M. HurtigEffective Date 05/01/2015
VILLAGE OF ALGONQUINPUBLIC WORKS DEPARTMENT110 MEYER DRIVEALGONQUIN, IL 60102-2442PH: 847-658-2754FX: 847-658-2759WWW.ALGONQUIN.ORG6"11"1" SLOPE1"3"R.9"14"2"R.18"BARRIER CURBNOTES:1.2.EXPANSION JOINTS SHALL BE CONSTRUCTED ACCORDING TO EXPANSION JOINT DETAIL.CONSTRUCTION JOINTS SHALL BE SAWCUT TO A DEPTH OF ½ THICKNESS OF CURB EVERY10 FEET (MAXIMUM).3.CONCRETE SHALL BE IDOT CLASS PV 3500 PSI@ 14 DAYS, 3" SLUMP, 6% AIR ENTRAINED.4.PROTECTIVE COAT SHALL BE APPLIED IN ACCORDANCE WITH IDOT STANDARD SPECIFICATION420.18 AS DIRECTED BY THE VILLAGE.10.04"7"1"11"1.04"SEE VILLAGE OF ALGONQUIN APPROVED PRODUCTS LIST FOR MANUFACTURER AND MODEL NUMBERS.9"5.CLASS SI 3500 PSI @ 14 DAYS3" SLUMP - 6% AIR18"DEPRESSED CURBB6.12 CURB & GUTTERVillage of Algonquin Specifications & Details GuideDrawn By: CBBELRevision Date 4/8/2015Approved By: Shawn M. HurtigEffective Date 05/01/2015
VILLAGE OF ALGONQUINPUBLIC WORKS DEPARTMENT110 MEYER DRIVEALGONQUIN, IL 60102-2442PH: 847-658-2754FX: 847-658-2759WWW.ALGONQUIN.ORG3/4"FINISH CORNERS WITH EDGER4" OR 5"1" MIN IF TAPEREDTOP OF CURBCAP3/4" PERFORMEDEXPANSION JOINTFILLER @ 60' CNTRS.PINCHED STOP3/4" DIA. x 18' LG.SMOOTH DOWEL BAR9"9"2 1/4"COAT THIS END OF BARWITH HEAVY GREASENOTES:1. ALL EXPANSION JOINTS SHALL BE PROVIDED WITH (2) 3/4" DIA.X 18" LONG COATED SMOOTH DOWELBAR CONFORMING TO ARTICLE 710.14B OF THE IDOT STANDARD SPECIFICATIONS. THE DOWEL BARSHALL BE FITTED WITH A CAP HAVING A PINCHED STOP THAT WILL PROVIDE 1" OF EXPANSION.2. EXPANSION JOINTS SHALL BE CONSTRUCTED AT 60 FOOT INTERVALS, AT ALL POINTS OF TANGENCY,AT THE END OF EACH DAYS PLACEMENT, OR 5' ON EITHER SIDEOF A STRUCTURE CASTING THATFALLS WITHIN THE CURBLINE.CURB EXPANSION JOINTVillage of Algonquin Specifications & Details GuideDrawn By: CBBELRevision Date 4/8/2015Approved By: Shawn M. HurtigEffective Date 05/01/2015
VILLAGE OF ALGONQUINPUBLIC WORKS DEPARTMENT110 MEYER DRIVEALGONQUIN, IL 60102-2442PH: 847-658-2754FX: 847-658-27594'MIN 2% SLOPEMAX 2"CROSS SLOPE1'PROPERTY LINEVARIESWWW.ALGONQUIN.ORGMINIMUM 2" SANDCUSION.CURB AND GUTTERNOTES:1. THE CONCRETE SIDEWALK SHALL BE CONSTRUCTED INACCORDANCE WITH SECTION 424 OF THE STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.2. THE CONCRETE SHALL CONFORM TO SECTION 1020 CLASS PV ANDSHALL BE A HAVE A 3-INCH SLUMP AND SHALL DEVELOPA MINIMUM OF 3,500 PSI COMPRESSIVE STRENGTH AT 14DAYS.3. SIDEWALK SHALL BE 4" THICK (MINIMUM).THE SIDEWALK PORTION OF THE DRIVEWAY SHALL MATCHTHE DEPTH OF THE DRIVEWAY AND BE POURED SEPERATELY4. NO CHLORIDE ADDITIVE WILL BE PERMITTED IN THE CONCRETE.5. ALL SIDEWALKS MUST CONFORM TO THE AMERICANS WITHDISABLILITIES ACT. THE MAXIMUM ALLOWABLE SLOPE IS 1:20.6. TOOLED CONTROL JOINTS SHALL BE INSTALLED ON 5' CENTERS.7. FIBER EXPANSION JOINTS SHALL BE INSTALLED AT 50' CENTERSMAX AND WHERE THE SIDEWALK ABUTTS CURB OR EXISTINGSIDEWALK, AND AT THE END OF EACH POUR.8. THE SIDEWALK SHALL HAVE A BROOM FINISH.9. A PROTECTIVE SURFACE TREATMENT CONSISTENT TO IDOTARTICLE 420.21 SHALL BE APPLIED.SIDEWALKVillage of Algonquin Specifications & Details GuideDrawn By: CBBELRevision Date 4/8/2015Approved By: Shawn M. HurtigEffective Date 05/01/2015
VILLAGE OF ALGONQUINPUBLIC WORKS DEPARTMENT110 MEYER DRIVEALGONQUIN, IL 60102-2442PH: 847-658-2754FX: 847-658-2759WWW.ALGONQUIN.ORGBASE EXTENDS BEYOND PAVEMENTPERIMETER EQUAL TO DEPTH OF BASE (MIN)PVC EDGINGW/METAL PIN8" X 4" X 2-3/4" UNIT PAVERS,COLOR TO BE SELECTED BY THE VILLAGE1/8" MAX. POLYMERIC SAND FILLED JOINTS - ASTM C331-1/2" MAX. SAND BEDDING COURSE - ASTM C33CRUSHED GRAVEL BASE 3/4" TOP SIZE4" MIN. ASTM D 2940 - 95% COMPACTIONSUBGRADE 95% COMPACTEDNOTES:1. GRADING REQUIREMNTS FOR BEDDING AND JOINT SANDSIEVE SIZE3/8 INNO. 4NO. 8NO. 16NO. 30NO. 50NO. 1002.PERCENT PASSING10095 TO 10080 TO 10050 TO 8525 TO 6010 TO 302 TO 10SEE VOA APPROVED PRODUCTS LISTFOR MFG & MODEL #SUNIT PAVERS SIDEWALK/PLAZAVillage of Algonquin Specifications & Details GuideDrawn By: CBBELRevision Date 4/8/2015Approved By: Shawn M. HurtigEffective Date 05/01/2015
VILLAGE OF ALGONQUINPUBLIC WORKS DEPARTMENT110 MEYER DRIVEALGONQUIN, IL 60102-2442PH: 847-658-2754FX: 847-658-2759WWW.ALGONQUIN.ORGSIDE CURB SHALL BE CARRIEDTO CURB GOES TO ZEROROW LINE***RAMP SIDE FLARES ARETO BE CONSTRUCTEDIN CONCRETE ONLYSIDEWALK WIDTH4' MIN. (TYP.)DETECTABLE WARNINGPLATE PER APPROVED5' MAX.CURBING MAY BEPLATE PER APPROVEDMATERIALS LISTSETBACKREQUIRED AT ROWMATERIALS LIST1:10 MAX.4' MIN. (TYP.)DETECTABLE WARNINGSIDEWALK WIDTHLINE IF PAVEMENTGRADES DO NOTMEET ADA STANDARD1:50 MAX.AALOWERUPPER LANDING 1BLANDING6' MIN.UPPER LANDING 1B1:50 MAX.1:50 MAX.1:50 MAX.CURB6' MIN.SIDE1:50 MAX.*SETBACKA4'-6" MIN.A4'-6" MIN.1:50 MAX.5' MAX.4'-6" MIN.LOWERLANDING1:50 MAX.4'-6" MIN.DEPRESSEDL1SIDECURBCURB ANDRAMP SIDEGUTTERFLAREDEPRESSED1:50 MAX.RAMP SIDECURB ANDFLAREGUTTER***1:10 MAX.**1:10 MAX.1:10 MAX.FACE OF ROADWAY CURB(LENGTH NOT LESS THAN5'-6" BETWEEN CURBFACE OF ROADWAYRAMPS PREFERRED)CURBEDGE OFGUTTERBCROSSWALKBORDER BETWEENMARKING (TYP.)PANEL AND EDGEGUTTERBOF CONCRETE, ALL6' MIN.MARKING (TYP.)BE TO FRONT OFGUTTERDEPRESSEDGRADE OF SIDE FLARERAMPS IN HARDSCAPE AREACURB ANDSETBACK 5'1CURB TAPER TO MATCH6' MIN.ADA PANELRAMPS IN LANDSCAPED AREAUPPER LANDINGCROSSWALKSETBACKS MUSTADA PANELSDEPRESSEDCURB ANDEDGE OFMIN. 3" CONCRETESETBACK 5'GUTTERRAMP, 15' MAX.LOWER LANDINGDEPRESSED CURBAND GUTTERRAMP, 15' MAX.UPPER LANDING 1DETECTABLE WARNINGDETECTABLE WARNING1:50 MAX.MATERIALS LIST1:50 MAX.DEPRESSED CURBAND GUTTERPLATE PER APPROVED1:12 MAX.1:12 MAX.SEE DETAIL APLATE PER APPROVEDSEE DETAIL AMATERIALS LIST1:50 MAX.INSTALL BACK OF WALK SIDE CURB. IF GRADE FROMTOP OF BACK OF WALK CURB TO ROW EXCEEDS 3:11NOTESSECTION B-BSECTION A-AIF GRADING EXCEEDS 3:1 FROM WALK TO ROW THEN*1UPPER LANDING NOT REQUIRED FOR RAMP SLOPESUPPER LANDING NOT REQUIRED FOR RAMP SLOPES1. ALL SLOPE RATIOS ARE EXPRESSED AS UNITS OF VERTICALFLATTER THAN 1:20.FLATTER THAN 1:20.DISPLACEMENT TO UNITS OF HORIZONTAL DISPLACEMENT (V:H).THEN A TEMPORARY EASEMENT IS REQUIRED FORGRADING.6"** TRAPPED MATERIAL MUST BE:TOPSOIL & SEEDL1 LENGTHB6:12M3:123 FT OR LESS6 - 9 FEETROADWAY CURB ANDBRICK PAVERB6:12XX3 - 6 FEETXM3:123. SEE VOA APPROVED PRODUCTS LIST FOR MFG & MODEL #STOP OF SIDEWALK "MAX CURB HEIGHT IS6" FOR B6.12 CURBEDXCURB AND RAMP TOROADWAY AND 3" FORX2" RM3:12 CURB ROADWAYBE POURED SEPERATELYRAMPXMUST HAVE MOWER ACCESS (3' WIDE UNCURBED AREAEXPANSION JOINTFROM SIDEWALK TO TRAPPED MATERIAL) IN ALL CASESRAMPTHICKNESSPERP. CURB RAMPS FOR SIDEWALKS 1 OF 2IN ORDER FOR TOPSOIL & SEED TO BE INSTALLED,OTHERWISE BRICK PAVERS ARE REQUIRED.***2. WHERE 1:50 MAXIMUM SLOPE IS SHOWN, 1:64 IS PREFERRED.FLUSH WITH TOP OFWHEN ADJACENT HARDSCAPE ISBRICK PAVER, RAMP AND SIDEDETAIL ASIDE CURB DETAILVillage of Algonquin Specifications & Details GuideFLARE TO BE CONSTRUCTED INCONCRETE.Drawn By: CBBELRevision Date 4/8/2015Approved By: Shawn M. HurtigEffective Date 05/01/2015
VILLAGE OF ALGONQUINPUBLIC WORKS DEPARTMENT110 MEYER DRIVEALGONQUIN, IL 60102-2442PH: 847-658-2754FX: 847-658-2759WWW.ALGONQUIN.ORGDETECTABLE WARNINGPLATE PER APPROVEDMATERIALS LIST; MATCHRAMP SIDECURVATURE OF RADIUSFLAREWITH STANDARD SIZE PLATES.DETECTABLE WARNINGSETBACK GREATERMATERIALS LIST; MATCHTHAN 5'CURVATURE OF RADIUS1:10 MAX.PLATE PER APPROVEDWITH STANDARD SIZE PLATES.SIDECURBSETBACK GREATERTHAN 5'LOWER1:50 MAX.1:50 MAX.LANDINGSIDEWALK WIDTH5' TYPICAL,4' MIN.CC6' MIN.C1:50 MAX.4' MIN.6' (1.83 M) MIN.5' TYPICAL,LANDING1:50 MAX.CSIDEWALK WIDTH1:50 MAX.LOWER1:50 MAX.DEPRESSEDCURB ANDCROSSWALKGUTTERMARKING (TYP.)1:10 MAX.DEPRESSEDFACE OF ROADWAYCURB ANDCURBGUTTEREDGE OFCROSSWALKMARKING (TYP.)GUTTERFACE OF ROADWAYTURNING SPACE1CURBINSTALL CONCRETE FROM BACK OF SIDE CURBRAMP SIDETO PAVEMENT CURB WHEN DIM BETWEEN TWOEDGE OFIS LESS THAN 3 FTFLAREGUTTERTURNING SPACE1RAMP IN LANDSCAPED AREASETBACK 5'RAMP IN PAVED AREA***SETBACK 5'TURNING SPACERAMP1LOWER LANDINGDEPRESSED CURBAND GUTTER4' MIN.DETECTABLE WARNINGGENERAL NOTESPLATE PER APPROVEDMATERIALS LIST; MATCHCURVATURE OF RADIUS1:50 MAX.21:12 MAX.WITH STANDARD SIZE PLATES.SEE DETAIL A1:50 MAX.1. ALL SLOPE RATIOS ARE EXPRESSED AS UNITS OF VERTICALDISPLACEMENT TO UNITS OF HORIZONTAL DISPLACEMENT (V:H).2. WHERE THE TURNING SPACE IS CONSTRAINED ON A SIDEOPPOSITE A RAMP, THE MINIMUM LENGTH OF THETURNING SPACE IN THE DIRECTION OF THE RAMP-RUNSHALL BE 5'.SECTION C-C13. WHERE 1:50 MAXIMUM SLOPE IS SHOWN, 1:64 ISPREFERRED.TURNING SPACE NOT REQUIRED FOR RAMP SLOPESFLATTER THAN 1:20.4. SEE VOA APPROVED PRODUCTS LIST FOR MFG & MODEL #S.2THE RUNNING SLOPE OF THE CURB RAMP SHALL NOTREQUIRE THE RAMP LENGTH TO EXCEED 15'.***WHEN ADJACENT HARDSCAPE ISBRICK PAVER, RAMP AND SIDEFLARE TO BE CONSTRUCTED INCONCRETE.PERP. CURB RAMPS FOR SIDEWALKS 2 OF 2Village of Algonquin Specifications & Details GuideDrawn By: CBBELRevision Date 4/8/2015Approved By: Shawn M. HurtigEffective Date 05/01/2015
VILLAGE OF ALGONQUINPUBLIC WORKS DEPARTMENT110 MEYER DRIVEALGONQUIN, IL 60102-2442PH: 847-658-2754FX: 847-658-2759WWW.ALGONQUIN.ORGFACE OF BUILDING,CFACE OF SIDE CURB,WHERE APPLICABLEBWHEN REQUIREDTURNING SPACE1:50 MAX.TURNING SPACE5'X5' TYPICAL,SIDEWALK WIDTH4'X4' MIN.5'TYPICAL,1:50 MAX.A1:50 MAX.1:50 MAX.5' TYPICAL1:50 MAX.4' MINIMUM1:50 MAX.DETECTABLE WARNINGSIDEWALK WIDTH5' TYPICAL,A4' MIN. TYPICALPLATE PER APPROVEDMATERIALS LIST4' MIN.RAMP SIDE FLARESIDE CURB IN1:50 MAX.IN PAVED AREASLANDSCAPEDAREASDETECTABLE WARNINGPLATE PER APPROVEDMATERIALS LIST1:10 MAX.FACE OF ROADWAYBCROSSWALKMARKING (TYP.)CURBUPPER LANDING1EDGE OF1 UPPER LANDINGGUTTER6' MIN.DEPRESSEDCURB ANDGUTTERCCROSSWALKPARALLEL MID-BLOCK CURB RAMPFACE OF ROADWAYMARKING (TYP.)CURB6' MIN.DEPRESSEDEDGE OFCURB ANDGUTTERGUTTERPERPENDICULAR MID-BLOCK CURB RAMPSIDEWALKUPPER LANDING, 4' MIN.1RAMPRAMPTURNING SPACE, 4' MIN.UPPER LANDING, 4' MIN.1SIDEWALKDETECTABLE WARNING1:50 MAX.2 1:12 MAX.PLATE PER APPROVED1:50 MAX.2 MAX.12 1:MATERIALS LIST1:50 MAX.SECTION A-ASIDE CURB WHERE1REQUIREDDETECTABLE WARNINGUPPER LANDING(S) NOT REQUIRED FOR RAMP SLOPESFLATTER THAN 1:20.PLATE PER APPROVED2MATERIALS LISTTURNING SPACETHE RUNNING SLOPE OF THE CURB RAMP SHALL NOTREQUIRE THE RAMP LENGTH TO EXCEED 15'.DEPRESSED CURBAND GUTTER1:50 MAX.SEE DETAIL ARAMPUPPER LANDINGNOTESDEPRESSED CURBDETECTABLE WARNINGAND GUTTER1. ALL SLOPE RATIOS ARE EXPRESSED AS UNITS OF VERTICALDISPLACEMENT TO UNITS OF HORIZONTAL DISPLACEMENT (V:H).PLATE PER APPROVEDMATERIALS LIST2. WHERE THE TURNING SPACE IS CONSTRAINED ON A SIDE1:50 MAX.2 1:12 MAX.SEE DETAIL ASECTION B-BOPPOSITE A RAMP, THE MINIMUM LENGTH OF THE TURNINGSPACE IN THE DIRECTION OF THE RAMP-RUN SHALL BE 5'.3. WHERE 1:50 MAXIMUM SLOPE IS SHOWN, 1:64 ISPREFERRED.FLUSH WITH TOP OF6"SECTION C-C4. SEE VOA APPROVED PRODUCTS LIST FOR MFG & MODEL #SROADWAY CURB ANDTOP OF SIDEWALK "2" RVARIABLERAMPRAMPMID-BLOCK CURB RAMPS FOR SIDEWALKSEXPANSION JOINTVillage of Algonquin Specifications & Details GuideTHICKNESSSIDE CURB DETAILDETAIL ADrawn By: CBBELRevision Date 4/8/2015Approved By: Shawn M. HurtigEffective Date 05/01/2015
VILLAGE OF ALGONQUINPUBLIC WORKS DEPARTMENT110 MEYER DRIVEALGONQUIN, IL 60102-2442PH: 847-658-2754FX: 847-658-2759WWW.ALGONQUIN.ORGDETECTABLE WARNING6"FLUSH WITH TOP OFPLATE PER APPROVEDROADWAY CURB ANDMATERIALS LIST1TOP OF SIDEWALKFACE OF ROADWAY2" RVARIABLECURB, TYPICALRAMPRAMPDEPRESSED CURBTHICKNESSAND GUTTER,A5' MIN.1:50 MAX.1:50 MAX.A5' MIN.6' MIN.TYPICALSIDE CURB DETAIL "EDGE OF GUTTER,CROSSWALKTYPICALMARKING (TYP.)SIDE CURB,TYPICALEXPANSION JOINTMEDIAN PEDESTRIAN CROSSINGDETAIL ADEPRESSED CURBDEPRESSED CURBAND GUTTERVARIABLEDETECTABLE WARNINGPLATE PER APPROVEDPLATE PER APPROVEDMATERIALS LIST1MATERIALS LIST10 MAX.2:1SEE DETAIL AAND GUTTERDETECTABLE WARNING1:20 MAX.SECTION A-ASEE DETAIL A1 OMIT DETECTABLE WORNINGS WHEN DISTANCE BETWEEN BACK OFNOTESCURBS IS LESS THAN 6'.1. ALL SLOPE RATIOS ARE EXPRESSED AS UNITS OF VERTICALDISPLACEMENT TO UNITS OF HORIZONTAL DISPLACEMENT (V:H).2. WHERE 1:50 MAXIMUM SLOPE IS SHOWN, 1:64 ISPREFERRED.3. SEE VOA APPROVED PRODUCTS LISTFOR MFG & MODEL #S.MEDIAN PEDESTRIAN CROSSINGVillage of Algonquin Specifications & Details GuideDrawn By: CBBELRevision Date 4/8/2015Approved By: Shawn M. HurtigEffective Date 05/01/2015
VILLAGE OF ALGONQUINPUBLIC WORKS DEPARTMENT110 MEYER DRIVEALGONQUIN, IL 60102-2442PH: 847-658-2754FX: 847-658-2759SIDEWALK WIDTH5' TYPICAL,4' MIN.AWWW.ALGONQUIN.ORGSIDE CURB WHEREREQUIRED1:50 MAX.DETECTABLEWARNINGTURNING SPACEDEPRESSED CURBSIDE CURB WHEREAND GUTTERREQUIRED1:50 MAX.UPPER LANDING 1TURNING SPACE 5'X5'SEE DETAIL A1:50 MAX.DETECTABLE WARNINGTYPICAL, 4'X4' MIN.PLATE PER APPROVEDSECTION B-BMATERIALS LIST; MATCHCURVATURE OF RADIUSUPPER LANDING 1WITH STANDARD SIZE PLATES.CROSSWALKBMARKING (TYP.)DETECTABLEMIN. 3" CONCRETEWARNINGPANEL AND EDGEOF CONCRETE, ALLMAXBORDER BETWEEN.DEPRESSED CURB051:1:50 MAX.ADA PANELSBE TO FRONT OFADA PANEL1:50 MAX.ASETBACKS MUSTAND GUTTERCLEAR SPACE4'X4' MIN.BFACE OF ROADWAYEDGE OFCURBGUTTERCORNER PARALLEL CURB RAMPNOTESRAMPUPPER LANDING 1TURNING SPACERAMP4' MIN.UPPER LANDING 14' MIN.1. ALL SLOPE RATIOS ARE EXPRESSED AS UNITS OF VERTICALDISPLACEMENT TO UNITS OF HORIZONTAL DISPLACEMENT (V:H).1:50 MAX.2 1:12 MAX.2 12 MAX
2200 Harnish Dr. 2200 Harnish Dr Algonquin, IL 60102 Algonquin, IL 60102 Phone: 847-658-2700 x-3300 Phone: 847-658-2700 x-2200 Fax:: 847-658-2631 Fax: 847-658-5107 e-mail: russfarnum@algonquin.org e-mail: timschloneger@algonquin.org Respectfully Submitted; Shawn M. Hurtig Village of Algonquin Department of Public Works Public Works Project Manager
