CONSTRUCTION CROSS-SECTION DRAWINGS AND GUIDE ...

1 Index of DrawingsCONSTRUCTION CROSS-SECTION DRAWINGS AND GUIDE SPECIFICATIONSFOR CAMBRIDGE INTERLOCKING PAVINGSTONES01 Residential Driveway With Concrete Edges02 Patio/Sidewalk/Plaza On Compacted Aggregate Base03 Patio/Sidewalk/Plaza On Concrete Base04 Street/Parking Lot/Residential Driveway Overlay On Existing Concrete Pavement05 Street/Parking Lot/Residential Driveway Overlay On Existing Asphalt Pavement06 Heated Sidewalk/Driveway07 Interior Concrete Base08 Steps09 Street/Parking Lot On Compacted Gravel Base10 Concrete Curb And Gutter11 Crosswalk On Compacted Aggregate Base12 Crosswalk On Concrete Base13 Crosswalk On Asphalt Or Cement Treated Base14 Utility Structure15 Utility Structure Value Box/Pull Box/ Lamphole16 Catch Basin17 Tree Pit Non-Compacted Root Zone18 Slope ProtectionNO. DESCRIPTIONC ambridge Pavers, Inc. PO Box 157 Lyndhurst, NJ : Phone: Administration Fax: Find Us Online:Fax Fountain20 Roof Deck Over Habitable Space 21 Roof Deck Over Uninhabited Space22 Parking Garage Over Uninhabited Space Expansion Joint23 Parking Garage Over Inhabited/Uninhabited Space Drain24 Parking Garage Over Inhabited Space Expansion Joint25 Bridge Deck26 Gas Station On Cement Treated Base27 Port/Industrial/Airfield Pavement WithCement Treated Base28 Port/Industrial Pavement On Existing Asphalt Or Concrete29 Airfield Pavement With Cement Treated Or Asphalt Base30 Airfield Pavement On Existing Asphalt Or Concrete31 Turfstone Firelane/Driveway/ Intermittent Parking32 Turfstone Slope Protection33 Turfstone Riparian Stabilization34 Ditch Liner For Intermittent Flows35 Turfstone Boat RampNO.

2 DESCRIPTION COLDER CLIMATES MAY REQUIRE THICKER :ON COMPACTED AGGREGATE BASECAMBRIDGE-021" TO 1 1/2"(25-40 MM) BEDDING SANDCOMPACTED AGGREGATE BASECOMPACTED SOIL SUBGRADECAMBRIDGE PAVER2 3/8" (60 MM) MIN. THICKNESS4" (100 MM) MIN. THICKNESSCONCRETE CURBSET 1/4" (7 MM) BELOW TOP OF PAVERSAND CONTROL JOINTS @ 15' (5 M) OCTHICKNESS OF BASE WILL VARY WITH SUBGRADE CONDITIONS AND / SIDEWALK / PLAZADRAWING CLIMATES MAY REQUIRE THICKER :GEOTEXTILE AS REQUIREDWEAK OR CONSTANTLY SATURATED. PAVERS CAN BE OVERLAID OR INLAID ON EXISTINGCAMBRIDGE PAVERS SHOULD BE PLACED ON A CEMENT TREATED BASE IF SOIL IS EXTREMELYCONCRETE EDGESCAMBRIDGE-01 RESIDENTIAL DRIVEWAY WITH1" TO 1 1/2"(25-40 MM) BEDDING SANDCOMPACTED AGGREGATE BASECOMPACTED SUBGRADETURN UP AT SIDES TO COVER BASECAMBRIDGE PAVER2 3/8" (60 MM) MIN. THICKNESS6" (150 MM) MIN DEPTHCONCRETE CURB SET 1/4" (70 MM)BELOW TOP OF CAMBRIDGE PAVERS AND CONTROLJOINTS @ 15' (5 M) OCTHICKNESS OF AGGREGATE BASE WILL VARY WITH SUBGRADE CONDITIONS AND OR CONCRETE , STEEL, ALUMINUM OR PRECAST CONCRETE EDGING MAY BE " (300 MM) WIDE GEOTEXTILE ALONG PERIMETERTURN UP AT CURB (DO NOT COVER TOP OF BASE)TURN UP AT CURB (DO NOT COVER TOP OF BASE)THICKNESS OF BASE WILL VARY WITH SUBGRADE CONDITIONS AND :ON CONCRETE BASECAMBRIDGE-031" TO 1 1/2"(25-40 MM) BEDDING SAND12" (300 MM) WIDE GEOTEXTILE ALONG PERIMETERCOMPACTED SUBGRADECAMBRIDGE PAVERS2 3/8" (60 MM) MIN.

3 THICKNESS4" (100 MM) MIN. THICKNESS FOR CONCRETEMIN 6" WIDE x 12" DEEP(150 MM x 300 MM) CONCRETE CURBSET 1/4" (7 MM) BELOW TOP OF PAVERSAND CONTROL JOINTS @ 15' (5 M) OCCONCRETE / ASPHALT BASEPATIO / SIDEWALK / PLAZADRAWING " (75 MM) MIN. THICKNESS FOR ASPHALT2" (50 MM) DIA. DRAIN HOLE FILLED WITH PEA GRAVELLOCATE AT LOWEST CLIMATES MAY REQUIRE THICKER :OVERLAY ON EXISTING CONCRETE PAVEMENTVARIESCAMBRIDGE-04 CAMBRIDGE PAVER3 1/8" (80 MM) MIN. THICKNESSAPPROX. 1" TO 1 1/2"(25-40 MM) BEDDING SANDGEOTEXTILEEXISTING SOIL SUBGRADEEXISTING CONCRETE CURBEXISTING CONCRETE PAVEMENTEXISTING BASEAT CATCH BASIN(S). SEE DRAWING NO. DRAIN BEDDING SAND OF EXCESS MOISTURE THROUGH PAVEMENT AT LOWEST POINT ORSTREET/PARKING LOT/RESIDENTIAL DRIVEWAYDRAWING NO.(2 3/8" (60 MM) MIN. THICKNESSFOR RESIDENTIAL DRIVEWAY)(OR CONCRETE)NOTE:OVERLAY ON EXISTING ASPHALT PAVEMENTVARIESCAMBRIDGE-05 CAMBRIDGE PAVER 3 1/8" (80 MM) 2 3/8" (60 MM) MIN. THICKNESS1"-1 1/2" (25-40 MM) BEDDING SANDGEOTEXTILEEXISTING SOIL SUBGRADECONCRETE CURB AND FOUNDATIONEXISTING AGGREGATE BASEAS SHOWN OR AT CATCH BASIN(S).

4 1. DRAIN BEDDING SAND OF EXCESS MOISTURE THROUGH PAVEMENT AT LOWEST POINTSSTREET/PARKING LOT/RESIDENTIAL DRIVEWAYDRAWING LOCAL STANDARDSEXISTING ASPHALT PAVEMENT2" (50MM) DIA. DRAIN HOLE, FILL WITHPEA GRAVEL. LOCATE AT RESIDENTIAL DRIVEWAY2. ON CONCRETE BASE, PROVIDE PEA GRAVEL-FILLED WEEP HOLE(S) AT LOWEST POINT(S). ASSEMBLIES CAN BE PLACED ON A CEMENT TREATED BASE OR COMPACTEDNOTES:MANUFACTURERHOSE LAYOUT DETERMINED BYELECTRIC HEAT TRACING OR FLEXIBLE1 1/2" (40 MM) BEDDING SANDTHICKNESS OR COMPACTED AGGREGATECONCRETE BASE 4" (200 MM) SIDEWALK / DRIVEWAYVARIESCAMBRIDGE-06 GEOTEXTILE TURN UP AT CURBCOMPACTED SOIL SUBGRADECAMBRIDGE PAVER2 3/8" (60 MM) MIN. THICKNESSCONCRETE CURBDRAWING 6" (150 MM) MIN. THICKNESSAGGREGATE SUB-BASE AS REQUIREDUNDER CONCRETECOVER TOP OF HOLE WITH AN AGGREGATE BASE, GEOTEXTILE IS ONLY REQUIRED ALONG THE HOSE CAN BE PLACED IN TOP LAYER OF AGGREGATE BASECAMBRIDGE PAVER WITH SEALER2 3/8" (60 MM) MIN. THICKNESSON CONCRETE FOUNDATIONDOORS, WINDOWS, OR WALLSEXISTING CONCRETE FLOORINTERIORCAMBRIDGE-071" (25 MM) BEDDING SANDGEOTEXTILE AT EDGES & OVER JOINTSDRAWING TO DRAINCAMBRIDGE PAVER2 3/8" (60 MM) MIN.

5 THICKNESS1. USE OF MORTAR IS NOT RECOMMENDED IN PLACE OF :ADHESIVE AT JOINTS AND BOTTOMS1/4" (7 MM) NOSERISE(150-175 MM)6"-7"MIN(1506 CONCRETE BASE FOR STEPSCONCRETE FOOTERSTEPS WITH CAMBRIDGE PAVERSCAMBRIDGE-08 DRAWING COMPACTED GRAVEL BASECAMBRIDGE-09 STREET / PARKING LOTDRAWING :DRAIN MAY BE NECESSARY IN SLOW DRAINING THICKNESS VARIES WITH TRAFFIC, CLIMATE, AND SUBGRADE CONDITIONS. COLDERCLIMATES AND WEAK SOILS MAY REQUIRE THICKER NOT COVER ENTIRE TOP OF AGGREGATE BASE WITH PAVER3 1/8" (80 MM) MIN. THICKNESS1" TO 1 1/2" (25-40 MM) BEDDINGSANDCOMPACTED AGGREGATE BASEGEOTEXTILE AS REQUIREDCOMPACTED SOIL SUBGRADECONCRETE CURB AND FOUNDATIONPER LOCAL STANDARDS12" (300 MM) WIDE GEOTEXTILE ALONGPERIMETER TURN UP AT CURBNOTE:WALK / GRASS12" (300 MM) WIDE GEOTEXTILECOMPACTED AGGREGATE BASECONCRETE CURB AND GUTTERCONCRETE CURB AND GUTTERPER LOCAL STANDARDSWITH CAMBRIDGE PAVERSCAMBRIDGE-10 CAMBRIDGE PAVER3 1/8" (80 MM) MIN. THICKNESS1" TO 1 1/2"(25-40 MM) BEDDING SANDCOMPACTED SOIL SUBGRADE1.)

6 DRAIN MAY BE NECESSARY IN SOIL 90 DEGREE FACEALONG PERIMETER TURN UPAGAINST CURBGEOTEXTILE AS REQUIREDCROSSWALKRESIDENTIAL CURBS DO NOT DEFLECT TO THE SAME DEPTH AS CAMBRIDGE PAVERS OR EXISTINGASPHALT. THIS DETAIL IS NOT RECOMMENDED FOR OTHER THAN LOW :ON COMPACTED AGGREGATE BASEVARIESVARIESCAMBRIDGE-11 EXISTING ASPHALT PAVEMENTSAW-CUT PAVEMENTSEAL JOINTCONCRETE CURB MIN. 8" (200 MM)WIDE x 16" (400 MM) DEEPCAMBRIDGE PAVER3 1/8" (80 MM) MIN. THICKNESS1" TO 1 1/2"(25-40 MM) BEDDING SANDCOMPACTED AGGREGATE BASEGEOTEXTILE AS REQUIREDCOMPACTED SOIL SUBGRADEREBAR AS REQUIREDBASE THICKNESS VARIES WITH TRAFFIC, CLIMATE, AND SUBGRADE THICKENING ASPHALT PAVEMENT ADJACENT TO CONCRETE CURB IS 12" (300 MM) WIDE,TURN UP AGAINST CURBCROSSWALK ON CONCRETE BASEWIRE WELDED FABRIC OR STEEL REBAR AS REQUIREDCONCRETE BASE MINIMUM 2% SLOPE FROM CENTERLINE TO :AGGREGATE SUB-BASE AS REQUIREDCONCRETE BASEMI(2008"VARIESCAMBRIDGE-12 EXISTING ASPHALT PAVEMENTSAW-CUT PAVEMENTSEAL JOINTCONCRETE CURB MIN.)

7 12" (300 MM)WIDE x 12" (300 MM) DEEPCAMBRIDGE PAVER3 1/8" (80 MM) MIN. THICKNESS1" TO 1 1/2"(25-40 MM) BEDDING SANDGEOTEXTILECOMPACTED SOIL SUBGRADE2" (50 MM) DIA. DRAIN HOLELOCATE AT LOWEST ELEVATIONSFILL WITH PEA GRAVELBASE THICKNESS AND REINFORCING VARIES WITH TRAFFIC, CLIMATE, AND SUBGRADE DO NOT USE DRAIN HOLES TO SUBGRADE WHEN WATER TABLE IS LESS THAN 2' ( M) FROMTOP OF SUBGRADE. DRAIN TO CATCH TOP OF SUBGRADE. DRAIN TO CATCH NOT USE DRAIN HOLES TO SUBGRADE WHEN WATER TABLE IS LESS THAN 2' ( M)CONCRETE BEAMS AT ENDS OF PAVEMENT MAY BE NECESSARY IF ASPHALT IS SUBJECT TO ON ASPHALTCOLDER CLIMATES AND WEAK SOIL MAY REQUIRE THICKER ELEVATION OF EXISTING ASPHALT PAVEMENT MUST BE EVEN OR BELOW BEDDING :PERIMETER TURN UP AT CURBOR CEMENT TREATED BASEVARIESVARIESCAMBRIDGE-13 EXISTING ASPHALT PAVEMENTSAW-CUT PAVEMENTSEAL JOINTCAMBRIDGE PAVER3 1/8" (80 MM) MIN. THICKNESS1" TO 1 1/2"(25-40 MM) BEDDING SAND12" (300 MM) WIDE GEOTEXTILE ALONGEXISTING SUBGRADEEXISTING ASPHALT PAVEMENTBASE THICKNESS VARIES WITH TRAFFIC, CLIMATE, AND AGGREGATE " (50 MM) DIA.

8 DRAIN HOLES AT LOWESTELEVATIONS, FILL WITH PEA GRAVEL,COVER WITH GEOTEXTILESECTION AA(7MM) BELOW PAVERSELEVATION TO BE 1/4"MIN. 8" (200 MM) WIDECONCRETE COLLARSTRUCTURECONCRETE UTILITYAS REQUIREDCONCRETE BRICKREBAR AS REQUIREDCAMBRIDGE-14 UTILITY STRUCTURECAMBRIDGE PAVER3 1/8" (80 MM) MIN. THICKNESS1" TO 1 1/2" (25-40 MM) BEDDING SANDGEOTEXTILESTRING COURSE OF PAVERSAROUND COLLARREBARBASE MATERIALCOVERCOVERDRAWING " (300 MM) WIDE GEOTEXTILETURN UP AGAINST COLLARAA1. SIZE AND REINFORCING OFNOTE:CONCRETE CATCH BASINCONCRETE COLLARAROUND COLLARDRAWING BASINSTRING COURSE OF PAVERSGRATE AND FRAMEREBARCOMPACTED SOIL SUBGRADESECTION AAAACAMBRIDGE-16 PER LOCAL STANDARDBELOW CAMBRIDGE PAVERSELEVATION TO BE 1/4" (7MM)MIN. 8" (200 MM) WIDEGRATE AND FRAMEREBARCONCRETE COLLAR12" (300 MM) WIDE GEOTEXTILETURN UP AGAINST COLLARBEDDING SAND(25-403 1/8" (80 MM)CAMBRIDGE PAVERS1" TO 1 1/2"BASE MATERIALGEOTEXTILECONCRETE VARIES WITH STRUCTUREVARIESSUBGRADESECTION AA(7 MM) BELOW PAVERSELEVATION TO BE 1/4"x 8" DEEP (200 MM X 200 MM)CONCRETE COLLAR MIN.)

9 8" WIDEVALVE BOX \ PULL BOX \ LAMPHOLECAMBRIDGE-15 CAMBRIDGE PAVER3 1/8" (80 MM) MIN. THICKNESS1" TO 1 1/2"(25-40 MM) BEDDING SANDGEOTEXTILE AS REQUIREDREBARBASE MATERIALCOVERDRAWING " (300 MM) WIDE GEOTEXTILETURN UP AGAINST COLLARAAREBARCOVERROOT ZONE UNDER CAMBRIDGE PAVERSCAMBRIDGE-17 TREE PIT - NON-COMPACTEDDRAWING PLANTING SOILOVER ROOT ZONEMIX 2 TO 1 IN ROOT ZONETREE PIT SOILMIN(300 MIN(300 CONCRETE COLLARGEOTEXTILEGEOTEXTILE4" (100 MM) DIA. PERFORATED PLASTIC PIPEWRAPPED WITH WASHED AGGREGATE ANDFILTER FABRIC DRAIN TO STORM SEWER12"12"MIN. DEPTH 3' (.9 M)TREE PIT(25-40 MM) BEDDING SANDMIN 1/4" (7 MM) WIDE JOINTSMIN. 2 3/8" (60 MM) THICKCAMBRIDGE PAVERSSOIL UNDER ROOTBALL95% COMPACTION OFAPPROX. 1" TO 1 1/2"EXISTING CURBLAVA SLAG WITHWASHED AGGREGATETREE GRATEB AND B TREECAMBRIDGE PAVERSCAMBRIDGE-18 SLOPE PROTECTIONDRAWING ' ( M). OF THE SEGMENTAL RETAINING WALL IS REQUIRED WHEN HEIGHT EXCEEDSPROVIDE EDGE RESTRAINTS ON SIDES OF SLOPE SHOULD NOT EXCEED ANGLE OF REPOSE FOR BEDDING WALL DESIGNFOOTER AS REQUIREDPIPE DRAINBOND TOP COURSESEGMENTAL RETAINING WALLWRAPPED IN GEOTEXTILECOMPACTED OPEN GRADED AGGREGATE1" TO 1 1/2"(25-40 MM) BEDDING SANDGEOTEXTILECOMPACTED SUBGRADECAMBRIDGE PAVER2 3/8" (60 MM) MIN.))

10 THICKNESSOF CAMBRIDGE PAVERS/TOP OF CONCRETEDRAIN HOLES AT BOTTOMCAMBRIDGE PAVER WITH EMPTY JOINTS2 3/8" (60 MM) MIN. THICKNESSFOUNTAIN WALLSPRAY NOZZLEAT TOP OF CONCRETE BASEDRAIN WITH HOLESCONCRETE BASEADHESIVECAMBRIDGE-19 FOUNTAINDRAWING : 1. CAMBRIDGE PAVERS CAN BE LAID WITHOUT SEAL AT CONTROL JOINTFASTEN ON ONE SIDEMIN. 1/8" (3 MM) THICKALUMINUM PLATEMIN1/2(13 OVERLAP ENTIRE STRIP SEALWATERPROOF MEMBRANEOVERLAP ENTIRE ALUMINUM PLATERIGID INSULATION WITHGROOVED BOTTOM FOR DRAINAGETHICKNESS VARIES WITHLOCAL CODES AND CLIMATE1" (25 MM) THICK BEDDING SANDROOF DECK OVER HABITABLE SPACE6(150 MINCAMBRIDGE-20 GEOTEXTILECAMBRIDGE PAVER2 3/8" (60 MM) MIN. THICKNESSSTRUCTURAL SLABSLOPE TO DRAINROOF DRAINHOLES FOR DRAINAGEGASKETPROTECTION BOARDGROOVED BOTTOM FORDRAINAGE AT BOTTOMNOTES: 1. CHECK WITH LOCAL WIND CODES FOR BALLAST PROTECTION BOARD AND INSULATION MUST WITHSTAND STATIC AND DYNAMIC SEAL AT CONTROL JOINTFASTEN ON ONE SIDEMIN. 1/8" (3 MM) THICKALUMINUM PLATEMIN1/2(13 ROOF DECKWATERPROOF MEMBRANEOVERLAP ENTIRE PLATEOVERLAP ENTIRE PLATE6"(150 MINOVER UNINHABITED SPACECAMBRIDGE-211" (25 MM) BEDDING SANDGEOTEXTILECAMBRIDGE PAVER2 3/8" (60 MM) MIN.))))