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Index of Drawings

CONSTRUCTION CROSS-SECTION DRAWINGS AND GUIDE SPECIFICATIONSFOR CAMBRIDGE INTERLOCKING PAVINGSTONES

01 Residential Driveway With Concrete Edges

02 Patio/Sidewalk/Plaza On

Compacted Aggregate Base

03 Patio/Sidewalk/Plaza On Concrete Base

04 Street/Parking Lot/Residential DrivewayOverlay On Existing Concrete Pavement

05 Street/Parking Lot/Residential DrivewayOverlay On Existing Asphalt Pavement

06 Heated Sidewalk/Driveway

07 Interior Concrete Base

08 Steps

09 Street/Parking Lot OnCompacted Gravel Base

10 Concrete Curb And Gutter

11 Crosswalk On Compacted Aggregate Base

12 Crosswalk On Concrete Base

13 Crosswalk On Asphalt OrCement Treated Base

14 Utility Structure

15 Utility Structure Value Box/Pull Box/Lamphole

16 Catch Basin

17 Tree Pit Non-Compacted Root Zone

18 Slope Protection

NO. DESCRIPTION

Cambridge Pavers, Inc. PO Box 157 Lyndhurst, NJ 07071.0157

Order/Dispatch: Phone: Administration Fax: Find Us Online:

Fax 201.933.2230 201.933.5000 201.933.5532 www.cambridgepavers.com

19 Fountain

20 Roof Deck Over Habitable Space

21 Roof Deck Over Uninhabited Space

22 Parking Garage Over Uninhabited Space Expansion Joint

23 Parking Garage Over Inhabited/Uninhabited Space Drain

24 Parking Garage Over Inhabited Space Expansion Joint

25 Bridge Deck

26 Gas Station On Cement Treated Base

27 Port/Industrial/Airfield Pavement WithCement Treated Base

28 Port/Industrial Pavement On ExistingAsphalt Or Concrete

29 Airfield Pavement With Cement TreatedOr Asphalt Base

30 Airfield Pavement On ExistingAsphalt Or Concrete

31 Turfstone Firelane/Driveway/Intermittent Parking

32 Turfstone Slope Protection

33 Turfstone Riparian Stabilization

34 Ditch Liner For Intermittent Flows

35 Turfstone Boat Ramp

NO. DESCRIPTION

7/25/2019 Construct Detail

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COLDER

CLIMATESMAYREQ

UIRETHICKERBA

SES.

1.

NOTE:

O

NCOMPA

CTEDA

GGREGATEBA

S

E

CAMBRID

GE-02

1"T

O11

/2"

(25-4

0MM

)BEDDIN

GSAND

COMPA

CTEDA

GGRE

GATEBA

SE

COMPA

CTED

SOIL

SUBGRADE

CAMBRID

GEPAVER

23/8"

(60MM

)MIN

.THICKNES

S

4"

(100MM

)MIN.T

HICKNES

S

CON

CRETE

CURB

SET1

/4"

(7MM

)BEL

OWT

OP

OFPAVER

S

AND

CONTR

OL

JOIN

TS@1

5'(5M

)OC

THICKNES

SOFBA

SEWILLVARYWITH

SUB

GRADE

CONDITION

SAND

CLIMATE.

PATIO

/SIDEWALK

/PLAZA

DRAWIN

GN

O.

COLDER

CLIMATESMAYREQ

UIRETHICKERBA

SES.

1.

NOTES:

GEOTEXTILEA

SREQ

UIRED

WEAK

OR

CON

STANTLY

SAT

U

RATED.PAVER

SCANBE

OVERLAID

ORINLAID

ONEXISTIN

G

CAMBRID

GEPAVER

SSH

OULD

BEPLA

CED

ONA

CEMENTTREATEDBA

SEIF

SOILISEXTREMELY

CON

CRETE

EDGES

CAMBRID

GE-01

RESIDENTIA

LDRIVEWAYWITH

1"T

O11

/2"

(25-4

0MM

)BEDDIN

GSAND

COMPA

CTEDA

GGREGATEBA

SE

COMPA

CTED

SUB

GRADE

TURN

UPAT

SIDEST

OCOVERBA

SE

CAMBRID

GEPAVER

23/8"

(60MM

)MIN.THICKNES

S

6"

(150MM

)MINDEPTH

CON

CRETE

CURB

SET1

/4"

(70MM

)

BELOWT

OP

OF

CAMBRID

GEPAVER

SAND

CONTR

OL

JOINT

S@1

5'(5M

)OC

THICKNES

SOFA

GGREGATEB

ASEWILLVARYWITH

SUB

GRADE

CONDITION

SAND

CLIMATE.

DRAWIN

GN

O.

ASPHALT

OR

CON

CRETEDRIV

EWAY

S.

2.

PLA

STIC

,STEEL,ALUMIN

UM

ORPRECA

ST

CON

CRETEED

GIN

GMAYBE

USED.

3.

12"

(300MM

)WIDE

GEOTEXTILEALON

G

PERIMETER

TURN

UPAT

CURB

(DON

OT

COVERT

OP

OFBA

SE)

TURN

UPAT

CURB

(DON

OT

COVERT

OP

OFBA

SE)

THICKNES

SOFBA

SEWILLVARYWITH

SUB

GRADE

CONDITION

SAND

CLIMATE.

NOTE:

ON

CON

CR

ETEBA

SE

CAMBRID

GE-0

3

1"T

O11

/2"

(25-4

0MM

)BEDDIN

GSAND

12"

(300MM

)WIDE

GEOTEXTILEALON

G

PERIMETER

COMPA

CTED

SUB

GRADE

CAMBRID

GEPAVER

S

23/8"

(60MM

)MIN.THICKNESS

4"

(100MM

)MIN.THICKNES

SFOR

CON

CRETE

MIN

6"WIDEx12"DEEP

(150MMx

300MM

)CON

CRETE

CURB

SET1

/4"

(7MM

)BELOWT

OP

OFPAVER

S

AND

CONTR

OL

JOINT

S@1

5'(5M

)OC

CON

CRETE

/A

SPHALTBA

SE

PATIO

/SID

EWALK

/PLAZA

DRAWIN

GN

O.

3"

(75MM

)MIN.THICKNES

SFORA

SPHALT

2"

(50MM

)DIA.DRAINH

OLEFILLEDWITHPEA

GRAVEL

LOCATEATLOWESTELEVATION

S

1.

COLDER

CLIMATESMAYREQ

U

IRETHICKERBA

SES.

NOTE:

OVERLAY

ONEXISTIN

GCON

CRETEPAVEMENT

VARIES

CAMBRID

GE-04

C

AMBRID

GEPAVER

3

1/8"

(80MM

)MIN.THICKNES

S

A

PPROX.1"T

O11

/2"

(25-40MM

)BEDDIN

GSAND

G

EOTEXTILE

E

XISTIN

GSOIL

SUB

GRADE

E

XISTIN

GCON

CRETE

CURB

E

XISTIN

GCON

CRETEPAVEMENT

E

XISTIN

GBA

SE

ATCAT

CHBA

SIN

(S).SEEDRAWIN

GN

O.

CAMBRID

GE-0

3.

1.D

RAINBEDDIN

GSAND

OFEX

CES

SM

OIST

URETHR

OUGHPAVEMENTATLOWESTP

OINT

OR

ST

REET/PARKINGLOT/RESIDENTIALDRIVEW

AY

DRAWIN

GN

O.

(23/8"

(60MM

)MIN.THICKNES

S

F

ORRESIDENTIALDRIVEWAY

)

7/25/2019 Construct Detail

3/10

(OR

CON

CRETE)

NOTE:

OVERLAY

ONEXISTIN

GA

SPHALTPAVEMENT

VARIES

CAMBRID

GE-0

5

CAMBRID

GEPAVER

3

1/8"

(80MM

)MIN.

THICKNES

S.2

3/8"

(6

0MM

)MIN.THICKNES

S

1"-11

/2"

(25-4

0MM

)BEDDIN

GSAND

GEOTEXTILE

EXISTIN

GSOIL

SUB

GRADE

CON

CRETE

CURBAN

DFOUNDATION

EXISTIN

GA

GGREGAT

EBASE

ASSH

OWN

ORAT

C

ATCHBA

SIN

(S).

1.DRAINBEDDIN

GSAN

DOFEX

CESSM

OIST

URETHR

OUGHPAVEMENTATLOWESTP

OIN

TS

STREET/PARKIN

GLOT/RESIDENTIALDRIVEWAY

DRAWIN

GN

O.

PERLO

CAL

STANDAR

DS

EXISTIN

GA

SPHALTPAVEMENT

2"

(50MM

)DIA.DRAINH

OLE,FILLWITH

PEA

GRAVEL.LO

CATEATLOWEST

ELEVATION

S.

FORRESIDENTIALDR

IVEWAY

2.

ON

CON

CRETEBA

SE,PR

OVIDEPEA

GRAVEL-FILLEDWEEPH

OLE(S)ATLOWE

STP

OINT

(S).

1.

GRAVEL.

HEATEDA

SSEMBLIES

CANBEPLA

CED

ONA

CEMENTTREATEDBA

SE

OR

CO

MPACTED

NOTES:

M

ANUFA

CT

URER

H

OSELAY

OUTDETERMINEDBY

E

LECTRICHEATTRA

CIN

GORFLEXIBLE

1

1/2"

(40MM

)BEDDIN

GSAND

T

HICKNES

SOR

COMPA

CTEDA

GGREGATE

C

ONCRETEBA

SE4"

(200MM

)MIN.

H

EATED

SIDEWALK

/DRIVEWAY

VARIES

CAMBRID

GE-0

6

G

EOTEXTILET

URN

UPAT

CURB

C

OMPA

CTED

SOIL

SUB

GRADE

C

AMBRID

GEPAVER

2

3/8"

(60MM

)MIN.THICKNES

S

C

ONCRETE

CURB

DRAWIN

GN

O.

B

ASE6"

(150MM

)MIN.THICKNESS

A

GGREGATE

SUB-BA

SEA

SREQ

UIRED

U

NDER

CON

CRETE

COVERT

OPOFH

OLEWITH

GEOTEXTILE.

ONANA

GGREGATEBA

SE,

GEOTEXTILEIS

ONLYREQ

UIREDALON

GTHE

CU

RB.

3.

FLEXIBLE

HOSE

CANBEPLA

CEDINT

OPLAYER

OFA

GGREGATEBA

SE.

4.

CON

CRETE

BASE

CAMBRID

GEPAVERW

ITHSEALER

23/8"

(60MM

)MIN.THICKNES

S

ON

CON

CRETEFO

UN

DATION

DOOR

S,WIND

OW

S,ORWALLS

EXISTIN

GCON

CRETE

FLOOR

INTERIOR

CAMBRID

GE-07

1"

(25MM

)BEDDIN

G

SAND

GEOTEXTILEATED

GE

S&OVER

JOINT

S

DRAWIN

GN

O.

SLO

PET

ODRAIN

CAMBRID

GEPAVER

23

/8"(60MM

)MIN.THICKNESS

1.

U

SEOFM

ORTARISN

OTREC

OMMENDEDINPLA

CE

OFADHESIVE.

NOTE:

AD

HESIVEAT

JOINT

SANDB

OTT

OM

S

1/4

"(7MM

)N

OSE

RISE

(150-17

5MM

)

6"-7"

MIN(150

6

CON

CRETEBA

SEFOR

STEP

S

CON

CRETEFO

OTER

STEPSWITH

CAMBRID

GEPAVER

S

CAMBRID

GE-0

8

DRAWIN

GN

O.

7/25/2019 Construct Detail

4/10

DRAWIN

GN

O.

ON

COMPA

CTEDGRAVELBA

SE

CAMBRID

GE-0

9

STREET

/PA

RKINGLOT

DRAWIN

GN

O.

2.

1.

NOTES:

DRAINMAYBENECES

SARYIN

SLOWDRAININ

GSUB

GRADE.

BA

SETHICKNESSVARIESWITHTRAFFIC

,CLIMATE,AND

SUB

GRADE

CONDITION

S.

COLDER

CLIMATESANDWEAK

SOILSMAYREQ

UIRETHICKERBA

SES.

DON

OT

COVERENTIRET

OP

OFA

GGREGATEBA

SEWITH

GEOTEXTILE.

3.

VARIES

CAMBRID

GEPAVER

31

/8"

(80MM

)MIN.THICKNES

S

1"T

O11

/2"

(25-4

0MM

)BEDDIN

G

SAND

COMPA

CTEDA

GGREGATEBA

SE

GEOTEXTILEA

SREQ

UIRED

COMPA

CTED

SOIL

SUBGRADE

CON

CRETE

CURBA

NDFO

UNDATION

PERLO

CAL

STANDARD

S

12"

(300MM

)WID

EGEOTEXTILEALON

G

PERIMETERT

URN

U

PAT

CURB

NOTE: W

ALK

/GRA

SS

12"

(300MM

)WIDE

GEOTEXTILE

COMPA

CTEDA

GGREGATEBA

SE

C

ONCRETE

CURBAND

GUTTER

CON

CRETE

CURBAND

GUTTER

PERLO

CAL

STANDARD

S

W

ITHCAMBRID

GEPAVER

S

CAMBRID

GE-1

0

CAMBRID

GEPAVER

31

/8"

(80MM

)MIN.THICKNESS

1"T

O11

/2"

(25-4

0MM

)BEDDIN

GSAND

COMPA

CTED

SOIL

SUB

GRADE

1.D

RAINMAYBENECES

SARYIN

SOIL

SUB

GRADE.

DRAWIN

GN

O.

WITH

90DEGREEFA

CE

ALON

GPERIMETERT

URN

UP

AGAIN

ST

CURB

GEOTEXTILEA

SREQ

UIRED

CR

OSSWAL

K

RESIDENTIAL

STREET

S.

CON

CRETE

CURB

SD

ON

OTDEFLECTT

OTHE

SAMEDEPTHA

SCAMBRID

GEPAVER

SOREXISTIN

G

ASPHALT.THISDETAILISN

O

TREC

OMMENDEDFOR

OTHERTHANLOWV

OLUME

2.

1.

NOTES:O

NCOMPA

CTEDA

GGREGATEBA

SE

VARIESVARIES

CAMBRID

GE-11

EXISTIN

GA

SPHALTPAVE

MENT

SAW-C

UTPAVEMENT

SEAL

JOINT

CON

CRETE

CURBMIN.

8"(2

00MM

)

WIDEx1

6"

(400MM

)D

EEP

CAMBRID

GEPAVER

31

/8"

(80MM

)MIN.TH

ICKNESS

1"T

O11

/2"

(25-4

0MM

)BEDDIN

GS

AND

COMPA

CTEDA

GGREGATEBA

SE

GEOTEXTILEA

SREQ

UIRED

COMPA

CTED

SOIL

SUB

G

RADE

REBARA

SREQ

UIRED

BA

SETHICKNES

SVARIESWIT

HTRAFFIC

,CLIMATE,AND

SUB

GRADE

CONDITION

S.

3.

THICKENIN

GA

SPHALTPAVEM

ENTAD

JACENTT

OCON

CRETE

CURBISREC

OMMENDED.

GEOTEXTILE12"

(300MM

)WIDE,

TURN

UPA

GAIN

STCURB

C

ROSSWALK

ON

CON

CRETEBA

SE

WIREWELDEDFABRIC

OR

STEELREBARA

SREQ

UIRED

CON

CRE

TEBA

SEMINIM

UM2

%SLOPEFR

OM

CENTERLINET

OCURB.

2.

1.

NOTES:

AGGREGATE

SUB-BA

SEA

SREQ

UIRED

CON

CRETEBA

SE

MI

(200

8"

VARIES

CAMBRID

GE-12

EXISTIN

GA

SPHALTP

AVEMENT

SAW-C

UTPAVEMENT

SEAL

JOINT

CON

CRETE

CURBMIN.12"

(300MM

)

WIDEx12"

(300MM

)DEEP

CAMBRID

GEPAVER

31

/8"

(80MM

)MIN

.THICKNES

S

1"T

O11

/2"

(25-4

0MM

)BEDDIN

GSAND

GEOTEXTILE

COMPA

CTED

SOIL

SUBGRADE

2"

(50MM

)DIA.DRAINH

OLE

LOCATEATLOWEST

ELEVATION

S

FILLWITHPEA

GRAVEL

BA

SETHI

CKNES

SANDREINFOR

CIN

GVARIESWITHTRAFFIC

,CLIMATE,AND

SUB

GRADE

CONDITION

S.D

RAWIN

GN

O.

3.

DON

OT

USEDRAINH

OLEST

OSUB

GRADEWHENWATERTABLEISLES

STH

AN2'(0.6M

)FR

OM

TOP

OF

SUBGRADE.DRAINT

OCAT

CHBA

SINS.

7/25/2019 Construct Detail

5/10

FROMT

OP

OF

SUB

GRADE.DRA

INT

OCAT

CHBA

SIN

S.

3.

DON

OT

USEDRAINH

OLEST

O

SUBGRADEWHENWATERTABLEISLESSTHAN2'(0.6M

)

CON

CRETEBEAM

SATEND

SOF

PAVEMENTMAYBENECES

SARYIFA

SPHALTIS

SUB

JECTT

OR

UTTIN

G.

CR

OSSWALK

ONA

SPHALT

COLDER

CLIMATESANDWEAK

SOILMAYREQ

UIRETHICKERBA

SES.

BOTT

OMELEVATION

OFEXISTIN

GA

SPHALTPAVEMENTM

USTBEEVEN

ORBELOWBEDDIN

GSAN

D.

2.

1.

NOTES:

PERIMETERT

URN

UPAT

CURB

OR

CEMENTTREATEDBA

SE

VARIESVARIES

CAMBRID

GE-1

3

EXISTIN

GA

SPHALTPAVE

MENT

SAW-C

UTPAVEMENT

SEAL

JOINT

CAMBRID

GEPAVER

31

/8"

(80MM

)MIN.TH

ICKNES

S

1"T

O11

/2"

(25-4

0MM

)BEDDIN

GS

AND

12"

(300MM

)WIDE

GEOTEXTILEALON

G

EXISTIN

GSUB

GRADE

EXISTIN

GA

SPHALTPAVE

MENT

BA

SETHICKNES

SVARIESWITHT

RAFFIC,CLIMATE,AND

SUB

GRADE.

DRAWIN

GN

O.

EXISTIN

GA

GGREGATEB

ASE

4.

2"

(50MM

)DIA.DRAIN

HOLESATLOWEST

ELEVATION

S,FILLWITH

PEAGRAVEL,

COVERWITH

GEOTEXTILE

SECTIONAA

(7MM

)BELOWPAVER

S

ELEVATIONT

OBE1

/4"

MIN.

8"

(200MM

)WIDE

CON

CRETE

COLLAR

STR

UCT

URE

CON

CRETE

UTILITY

ASREQ

UIRED

CON

CRETEBRICK

REBARA

SREQ

UIRED

CAMBRID

GE-14

U

TILITY

STR

UCT

URE

CAMBRID

GEPAVER

31

/8"

(80MM

)MIN.THICKNES

S

1"T

O11

/2"

(25-4

0MM

)BEDDIN

GSAND

GEOTEXTILE

STRIN

GCOUR

SE

OFPAVER

S

AR

OUND

COLLAR

REBAR

BA

SEMATERIAL

CO

VER

COVER

DRAWIN

GN

O.

12"

(300MM

)WIDE

GEOTEXTILE

TURN

UPA

GAIN

ST

COLLAR

A

A

1.

S

IZEANDREINFOR

CIN

GOF

NOTE:

CON

CRETE

CAT

CHBA

SIN

CON

CRETE

COLLAR

AR

OUND

COLLAR

DRAWIN

GN

O.

C

ATCHBA

SIN

STRIN

GCOUR

SE

OFPAVER

S

GRATE

ANDFRAME

REBAR

COMPA

CTED

SOIL

SUB

GRADE

SECTIONAA

A

A

CAMBRID

GE-1

6

PERLO

CAL

STANDARD

BELOW

CAMBRID

GEPAVER

S

ELEVATIONT

OBE1

/4"

(7MM

)

MIN.

8"

(200MM

)WIDE

GRATEANDFRAME

REBAR

CON

CRETE

COLLAR

12"

(300MM

)WIDE

GEOTEXTILE

TURN

UPA

GAIN

ST

COLLAR

BEDDIN

GSAND

(25-4

0

31

/8"

(80MM

)

CAMBRID

GEPAVER

S

1"T

O11

/2"

BA

SEMATERIAL

GEOTEXTILE

CON

CRETEVARIESWITHTRAFFIC.

UTILITY

STR

UCT

URE

VARIES

SUB

GR

ADE

SECTION

AA

(7MM

)BELOWPAVER

S

ELEVAT

IONT

OBE1

/4"

x8"DEEP

(200MMX2

00MM

)

CON

CRETE

COLLARMIN.

8"WIDE

VALVEB

OX

\P

ULLBOX

\LAMPH

OLE

CAMBRID

GE-1

5

CAMBRID

GEPAVER

31

/8"

(80MM

)MIN.THICKNESS

1"T

O11

/2"

(25-4

0MM

)BEDDIN

GSAND

GEOTEXTILEA

SREQ

UIRED

REBAR

BASEMATERIAL

COVER

DRAWIN

GN

O.

12"

(300MM

)WIDE

GEOTEXTILE

TURN

UPA

GAIN

ST

COLLAR

A

A

REBAR

COVER

7/25/2019 Construct Detail

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ROOTZONE

UNDERCAMBRIDGEPAVERS

CAMBRID

GE-17

TREEPIT-N

ON-C

OMPA

CTED

DRAWIN

GN

O.

WITHPLANTIN

GSOIL

OVER

ROOTZ

ONE

MIX2

TO1INR

OOTZ

ONE

TREEPIT

SOIL

MIN

(300

MIN

(300

CON

CRETE

COLLAR

GEOTEXTILE

GEOT

EXTILE

4"

(100MM

)DIA.PERFORATEDPLA

STICPIPE

WRAPPEDWITHWA

SHEDA

GG

REGATEAND

FILTERFABRICDRAINT

OST

OR

MSEWER

12"

12"

MIN.DEPTH

3'(.9M

)

TREEPIT

(25-4

0MM

)BEDDIN

GSAND

MIN1

/4"(7MM

)WIDE

JOINT

S

MIN.

23/8"

(60MM

)THICK

CAMBRID

GEPAVER

S

SOIL

UNDERR

OOTBALL

95%COMPA

CTION

OF

APPR

OX.1"T

O11

/2"

EXIST

INGCURB

LAVA

SLAGWITH

WA

SHEDA

GGREGATE

TREE

GRATE

BANDBTREE

C

AMBRID

GEPAVER

S

CAMBRID

GE-1

8

S

LOPEPR

OTECTION

DRAWIN

GN

O.

4'(1.0M

).

3.EN

GINEERIN

GOFTHE

SEGMENTALRETAININ

GWALLISREQ

UIREDWHENHEIGHTEX

CEED

S

PR

OVIDEED

GERESTRAINT

SON

SIDES

OFIN

STALLATION.

MAXIM

UM

SLOPE

SH

OULDN

OTEX

CEEDAN

GLE

OFREP

OSEF

ORBEDDIN

GSAND.

1. NOTES:

2.

BYWALLD

ESIGN

FOOTERA

SREQUIRED

PIPEDRAIN

BONDT

OP

COUR

SE

SEGMENTALRETAININ

GWALL

WRAPPED

INGEOTEXTILE

COMPA

CT

EDOPEN

GRADEDA

GGREGATE

1"TO11

/2"

(25-40MM

)BEDDIN

GSAND

GEOTEXTILE

COMPA

CTED

SUB

GRADE

CAMBRID

GEPAVER

23/8"

(60MM

)MIN.THICKNESS

OF

CAMBRID

GEPAVER

S/TOP

OF

CON

CRETE

DRAINH

OLESATB

OTT

OM

CAMBRID

GEPAVERWITHEMPTY

JOINT

S

23/8"

(60MM

)MIN.THICKNES

S

FOUNTAINWALL

SPRAYN

OZZLE

ATT

OP

OF

CON

CRETEBA

SE

DRAINWITHH

OLES

CON

CRETEBA

SE

ADHESIVE

CAMBRID

GE-1

9

FOUNTAIN

DRAWIN

GN

O.

NOTE:1.

CAMBRID

GEPAVER

S

CANBELAIDWITH

OUTADHESIVE.

COMPRES

SION

SEAL

ATCONTR

OL

JOINT

FASTEN

ON

ONE

SID

E

MIN.1

/8"

(3MM

)TH

ICK

ALUMIN

UMPLATE

MIN

1/2

(13

OVERLAPENTIRE

STRIPSEAL

WATERPR

OOFMEMBRANE

OVERLAPENTIREALUMIN

UMPLATE

RIGIDIN

SULATIONW

ITH

GR

OOVEDB

OTT

OM

FORDRAINA

GE

THICKNES

SVARIESW

ITH

LOCAL

CODESAND

CLIMATE

1"

(25MM

)THICKB

EDDIN

GSAND

ROOFDECK

OVERHABITABLE

SPA

CE

6

(150M

IN

CAMBRID

GE-2

0

GEOTEXTILE

CAMBRID

GEPAVER

23/8"

(60MM

)MIN

.THICKNES

S

STR

UCT

URAL

SLAB

SLOPET

ODRAIN

ROOFDRAIN

HOLESFORDRAINA

GE

GA

SKET

PR

OTECTIONB

OARD

GR

OOVEDB

OTT

OM

FOR

DRAINA

GEATB

OTT

OM

NOTES:1.

CH

ECKWITHLO

CALWIND

CODESFORBALLA

STREQ

UIREMENT

S.

DRAWIN

GN

O.

2.PR

OTECTIO

NB

OARDANDIN

SULATIONM

USTWITH

STAND

STATICANDDYNAMICLOAD

S.

7/25/2019 Construct Detail

7/10

COMPRES

SION

SEALAT

CONTR

OL

JOINT

FASTEN

ON

ONE

SIDE

MIN.1

/8"

(3MM

)THICK

ALUMIN

UMPLATE

MIN

1/2

(13

ROOFDECK

WATERPR

OOFMEMBRANE

OVERLAPENTIREPLATE

OVERLAPENTIREPLATE

6"

(150M

INOVER

UNIN

HABITED

SPA

CE

CAMBRID

GE-21

1"

(25MM

)BEDDIN

GSAND

GEOTEXTILE

CAMBRID

GEPAVER

23/8"

(60MM

)MIN.THICKNES

S

STR

UCT

URAL

SLAB

SLOPET

ODRAIN

ROOFDRAIN

HOLESFORDRAINA

GE

GA

SKET

PR

OTECTIONB

OARD

GR

OOVEDB

OTT

OMFOR

DRAINA

GEATB

OTT

OM

NOTES:1.

CHECKWITHLO

CALW

IND

CODESFORBALLA

STREQ

UIREMENT

S.

DRAWIN

GN

O.

2.PR

OTECTIONB

OARDM

USTW

ITHSTAND

STATICANDDYNAMICLOAD

S.

SPACE-EXPAN

SION

JOINT

CAMBRID

GE-22

PARKIN

GGARA

GE

OVER

UNINHABITED

DRAWIN

GN

O.

31

/8"

(80MM

)MINTHICKNES

S

CAMBR

IDGEPAVER

S

APPR

OX.1"T

O11

/2"

(25-4

0MM

)BEDDIN

GSAND

WATERPRO

OFMEMBRANE

PR

OTEC

TIONB

OARD1

/4"

(7MM

)MIN

GEOTEXTILE

STRIP

SEALAT

CON

STR

UCTION

JOINT

WATERPRO

OFADHESIVE

EPOXY

GROUTFILLER

ASREQ

UIRED

SLOPET

ODRAIN

CON

CRETER

OOFDECK

2.IN

SULATIONMAYBEEX

CLUDE

DFOR

SOMEAPPLICATION

SOVERINHABITED

SPA

CE.

1.PR

OTECTIONB

OARDANDIN

S

ULATIONM

USTWITH

STAND

STATICANDDYNAMICVEHIC

ULARL

OAD

S.

NOTES:

LOCAL

CODESAND

CLIMATE

THICKNESSVARIESWITH

RIGIDIN

SULATION

CAMBRID

GEPAVER

31

/8"

(80MM

)MIN.THICKNES

S

ROOFDRAIN

PARKIN

GGARA

GE

OVERINHABITED

/

CAMBRID

GE-2

3

UNINHABIT

EDSPA

CE-DRAIN 1

"T

O11

/2"

(25-4

0MM

)BEDDIN

GSAND

WATERPR

OOFMEMBRANE

PR

OTECTIONB

OARD1

/4"

(7MM

)

MIN.

GEOTEXTILE

ALLVERTICAL

SURFA

CES

TURN

UPATDRAINAND

HOLESFORDRAINA

GE

DRAWIN

GN

O.

ASREQ

UIRED

SPACE-EXPAN

SION

JOINT

CAMBRID

GE-24

PA

RKINGGARA

GE

OVERINHABITED

DRAWIN

GN

O.

RIGIDIN

SULATION

31

/8"

(80M

M)MIN.THICKNESS

CAMBRID

GEPAVER

S

1"T

O11

/2"

(25-4

0MM

)BEDDIN

GSAND

WATERPR

OOFMEMBRANE

SLOPET

OD

RAIN

STR

UCT

URA

LSLAB

PR

OTECTIO

NBOARD1

/4"

(7MM

)MIN.

GEOTEXTILE

STRIP

SEALATC

ON

STR

UCTION

JOINT

WATERPR

OOFADHESIVE

EPOXY

GR

O

UTFILLER

ASREQ

UIRE

D

7/25/2019 Construct Detail

8/10

ATPERIMETER

OF

STRU

CT

URAL

SLAB.

1.PR

OVIDEDRAINA

GE

OFEX

CES

SM

OIST

UREINBEDDIN

GSAND

NOTE:

ON

STEEL

OR

CON

CRETEBEAM

S

SEALAT

JOINT

WOVEN

GEOTEXTILE

EPOXY

GR

OUTFILLER

31

/8"

(60MM

)MIN.THICK

NESS

CAMBRID

GEPAVER

S

CAMBRID

GE-2

5

BRID

GEDEC

K

1"T

O11

/2"

(25-4

0MM

)BEDDIN

GSAND

SLOPET

ODRAIN

STR

UCT

URAL

SLAB

DRAWIN

GN

O.

3.

SEALIN

G

JOINT

SOFPAVER

SISREC

OMMENDED.

CAMBRID

GEPAVER

SMAYBEINLAID

ONEXISTIN

GA

SPHALT

1.

NOTES:

OR

CON

CRETE

GA

SSTATIONPAVEMENT

S.

2.

CEMENTTREATEDBA

SE

O

NCEMENTTREATEDBA

SE

VARIES

CAMBRID

GE-2

6

G

ASSTATION

CAMBRID

GEPAVER

31

/8"

(80MM

)MIN.THICKNES

S

APPR

OX.1"T

O11

/2"

(25-4

0MM

)BEDDIN

GSAND

COMPA

CTED

SOIL

SUB

GRADE

LOAD

S,S

UBGRADE

STREN

GTH

,AND

CLIMATE.

BA

SE,

SUB-BA

SE,AND

SUB

GRADETHICKNES

SVARYWITH

DRAWIN

GN

O.

TURN

UPAT

SIDES

/EDGES

NOTE:

PORT

/IND

USTRIAL

/AIRFIELD

PAVEMENT

W/CEMENTTREATEDBA

SE

VARIESVARIES

CAMBRID

GE-27

CAMBRID

GEPAVE

R

31

/8"

(80MM

)M

IN.THICKNES

S

1"T

O11

/2"

(25-4

0MM

)BEDD

INGSAND

GEOTEXTILE

CEMENTTREATED

BASE

SUB-BA

SEA

SREQ

UIRED

COMPA

CTEDA

GG

REGATE

SUB

GRADE

COMPA

CTED

OR

STABILIZED

LOAD

S,SUB

GRADE

STREN

GTH

,AND

CLIMATE.

1.BA

SE,SUB-BA

SE,AND

SUB

GRADETHICKNES

SVARYWITH

DRAWIN

GN

O.

CAT

CHB

ASIN(S).

PR

OVIDE

DRAINA

GE

OF

SANDLAYERTHR

OUGHPEA

GRAVEL-FILLEDWEEPH

OLE(S)OR

2.

1.

NOTES:

TURN

UPAT

SIDES

/EDGES

O

NEXISTIN

GA

SPHALT

OR

CON

CRETE

PORT

/IND

USTRIALPAVEMENT

VARIES

CAMBRID

GE-2

8

CAMBRID

GEPAVER

31

/8"

(80MM

)MIN.THICKNESS

1"T

O11

/2"

(25-4

0MM

)BEDDIN

GSAND

GEOTEXTILE

EXISTIN

GSOIL

SUB

GRADE

EXISTIN

GSUB-BA

SE

OR

CON

CRETEPAVEMENT

EXISTIN

GA

SPHALT

GREATER

THAN1

/4"

(7MM

)WIDEPRIORT

OPLA

CIN

GGEOTEXTILE,

SAND

,AND

CAMBRID

GEPAVER

S.

INNEED

OFPAT

CHIN

GORREPLA

CEMENT.

COND

UCTALLREPAIR

SANDFILLALL

CRA

CK

S

EXISTIN

G

ASPHALT

OR

CON

CRETEPAVEMENT

SHALLBETH

OR

OUGHLYIN

SPECTEDFORAREA

S

DRAWIN

GN

O.

7/25/2019 Construct Detail

9/10

TOCOVE

RCAMBRID

GEPAVER

S

TURN

UP

ATSIDES

WITH

SEALER

31

/8"

(80MM

)MIN.THICKNES

S

CAMBRID

GEPAVER

(FAA

,P502

)

NOTE:

VARIESVARIES

1"T

O11

/2"

(25-4

0M

M)BEDDIN

GSAND

GEOTEXTILE

CEMENT

TREATEDBA

SE

(P-3

04

)

SUB-BA

SEASREQ

UIRED

COMPA

C

TEDA

GGREGATE

SOIL

SUB

GRADE

(P-1

52

)

COMPA

C

TEDOR

STABILIZED

LOAD

S,SOIL

STREN

GTH

,AND

CLIMATE.

1.BA

SE,SUB-BA

SE,AND

SUB

GRADETHICKNES

SVARYWITH

AIRFIELDPA

VEMENTWITH

CEMENTTREATED

ORA

SPHALTBA

SE

ORA

SPH

ALTBA

SE

(P-4

01

)

(P-2

09O

RP-154

,A

SREQ

UIRED

)

CAMBRIDGE-29

1.

NO

TE:

TURN

UPAT

SIDES

TOCOVER

CAMBRID

GEPAVER

S

VARIES

CAMBRID

GEPAVER

S(P-5

02

)

31

/8"

(80MM

)MIN.THICKNES

S

APPR

OX.1"T

O11

/2"

(25-4

0MM

)BEDDIN

GSAND

GEOTEXTILE

EXISTIN

GSUB

GRADE

EXISTIN

GBA

SEAND

SUB-BA

SE

OR

CON

CRETEPAVEMENT

EXISTIN

GA

SPHALT

GREATERTHAN1

/4"

(7MM

)WIDEPRIORT

OPLA

CIN

GGEOTE

XTILE,SAND

,AND

CAMBRID

GEPAVER

S.

INNEED

OFPAT

CHIN

GORREPLA

CEMENT.

COND

UCTALLRE

PAIRSANDFILLALL

CRA

CK

S

EXISTIN

GA

SPHALT

OR

CON

CRETEPAVEMENT

SHALLBETH

OR

O

UGHLYIN

SPECTEDFORAREA

S

AIRFIELDPAVEMENT

O

NEXISTIN

GA

SPHALT

OR

CON

CRETE

CAMBRID

GE-3

0

CAMBRID

GETURFST

ONE-FIRELANE,

NOTES:

GEOTEXTILEA

SREQ

UIRED

6"

(150M

IN

TURN

UPAT

SIDES

DRIVEWAY

&INTERMITTENTPARKIN

G

CAMBRID

GE-31

1"T

O11

/2"

(25-4

0MM

)BEDDIN

GSA

ND

COMPA

CTEDA

GGREGATEBA

SE

COMPA

CTED

SUB

GRADE

CAMBRID

GET

URFST

ONE

31

/8"

(80MM

)MIN.THI

CKNES

S

SODPLU

GSOR

GRA

SSSE

ED

COMPA

CTED

SOILATPER

IMETER

FILL1

/2"

(13MM

)BELOW

SURFA

CE

TOP

SOILIN

OPENIN

GS

1.BA

SETHICKNES

SVAR

IESWITHTRAFFIC

,CLIMATE,AND

SUB

GRADE.

DRAWIN

GN

O.

2.MINIM

UMBA

SETHIC

KNES

S:6"

(150MM

)RESIDENTIALDRIVEWAY

S,

8"FIRELANES

&PARKIN

GLOT

S.

COMPA

CTEDEMBANKMENT

SOIL

STEELPIN

S

WITH12"

x3/8"DIA.

(300MMx1

0MM

)

STAKEEVERYTHIRDR

OW

OF

GRID

S

MAX.SLOPE1T

O1

C

AMBRID

GET

URFST

ONE

CAMBRID

GE-32

SL

OPEPR

OTECTION

CAM

BRID

GET

URFST

ONE

31

/8"(80MM

)MIN.THICKNES

S

FILL

1/2"

(13MM

)BELOW

SURFA

CE

TOP

SOILIN

OPENIN

GS

VEG

ETATION

DRAWIN

GN

O.

7/25/2019 Construct Detail

10/10

SUBGRADE

COMPACTED

24"(600MM)MIN.

MIN.12" (300 MM)

MEANWATERL

EVEL

RIPARIANVEGE

TATION

MAX.SLOPE1T

O1

ABOVEMEANW

ATERLEVEL

EXTENDMIN.TW

O(2)COURSES

WITHTOPSOILANDVEGETATION

FILLOPENINGS

ABOVEMEANWATERLEVEL

CAMBRIDGETURFS

TONEFOR

STREAMBANKSAND

LAKESIDES

CAMBRIDGE-33

RIPARIANSTABILIZATION GE

OTEXTILE

CAMBRIDGETU

RFSTONE

31/8"(80MM)M

IN.THICKNESS

RIP-RAPORCONCRETETOEANDSIDES

WRAPAROUNDTOEONALLSIDES

DRAWINGNO.

AGGREGATEIN

OPENINGS

8"(200MM)MIN.DEPTH

GRAVELCOMPA

CTEDTO

24"(600MM)MIN.

MIN.

12" (300 MM)

ASREQUIRED

GEOTEXTILEONSOIL

SUBGRADE

MAXSLOPE=12

GRAVELORPAV

EDAPPROACHRAMP

CAMBRIDG

ETURFSTONE

CAMBRIDGE-35

BOATRAM

P

GEOTEXTILE

COMPACTEDSUBGRA

DE

CAMBRIDGETURFSTONE

31/8"(80MM)MIN.THICKNESS

RIP-RAPORCONCRETETOEANDSIDES

WRAPAROUNDTOEO

NALLSIDES

DRAWINGNO.

NOTE:1.AG

GREGATEMAYBEUSEDINOPENINGSOFGRIDPAVERS.

D

ITCHLINERFORINTERMITTEN

T

F

LOWS-CAMBRIDGETURFSTO

NE

BELOWSUR

FACE

FILL1/2"(13

MM)

TOPSOILINOPENINGS

MAXSLOPE

1TO1

CAMBRIDGE-34

COMPACTED

SOILSUBGRADE

CAMBRIDGE

TURFSTONE

31/8"(80MM

)MINTHICKNESS

VEGETATION

DRAWINGNO.

www.cambridgepavers.com

NOTE:

ALLCROSS-SECTIONDRAWIN

GSSHOWN

AREAVAILABLEONCD-ROM.