PATCH CONSTRUCTION DETAILS

5l 010 RelnfJ Steel Bor~ Seal with Joint filler lUeftYlted) 18 lonltJ ( 12 ctrs Non extruding expansion joint fi Iler

Patch Epoxy tY Non-Shr Ink Grout I n p Iace i iTI2

DETAIL A To be used where patch Is adjacent to transverse jOintsshySee Patch Types CD and Q)

58 Oia Reinf Steel Barp Seal with Joint fi lIer (DeftYmed) 18 long 12 ctrs Non extruding exponslon joint filler

Patch Epoxy tY Non-Shrink Grout bullin place i iTI2

~Und Isturbed earth tY bose rroter i a I

DETAIL B To be used where patch is adjacent to transverse jOintsshySee Patch Types CD and Q)

GENERAL NOTES

Mlnirrum Thickness ftY Poverrent Rep Iacerrent is

All Res Ident Ial Minor and Local Streets

Residential CollecttY All County and Nm-Res ident ia I Streets

CONCRETE IT)

6

7

5 ~ia Reinf Steel Barli IUeforrred) 18 long 12 ctrs in place

Patch

To be used mere patch is adjacent to longitudinal keyed joint - See Patch Type Q)

Not edged or sea Ied sl Dia Relnf Steel BtYIOeforrred) 18 Ieng 12 ctrs in place

Patch

UndistlJbed eltrth cr bose I1IIterlol

DETAIL 0 To be used tIera patch is adjacent to existing concrete where no jOint

I s located - See Patch Types CD (] and G

MOSCOW MILLS

CONC PAVEMENT PATCHI CONSTRUCTION DETAILS

---II2P_IIxp1on

lclol FAlor wIthlollll Ia

112_e_1cn _ Fill willi JoIAt 8Nler

Sidewalk It Blck of Curb STRAIGHT CURB RAMPmiddot 8 VERTICAL CURB

(TYPE 1)

__Oleshy112PmloIdocIlIxp_ JoInlFlltwIIh Jal1II8_ ----

BIdowdlt _III be r lllcilt

---- WRIW It II _ 01 Sldtnlk tlHDUghtnItrMaIIoft_lMIIIlO FIIrM 8Ido 10 rMaIro wtfIln RIW

112 IrIIIaIdtd ElqleMIoII 1FIIIr IoIIIt 8NItIr

Trlawn It Blck of Curb aTRAllHT CUIII ItAIP bull ROLLID cun

(TYPe II

TYPE 1 AND TYPE 2 CURB RAMPS 0

ORADS MIN Li~~TH OF R~IIP ILOPE

(~)

NIG~TIVI VALur - ~~ON(fUR

oTO +1 7 +101 TO +1 bull+20110 10 01 04 I

GREATeR THAN +4 11

NOTe PoIIIbullbull (+)CImiddot Prodlng Y frOm Inotlon Ind up bull gradbull

Ngalla (0)0middot prno OWlY from Intleolion and clown a grade

112~PIII JoIoI Jobollaalir

Trlwn It BlOk of Curb ITItAIIHT OURI ItAM V_IITICAL OUIII

(TYPI I TYPE CURB RAUl

X CI De IIIN ~TH OfALO II CURe flAMILOP

(11) (LP)

NEGATIVI () VALUI a 010+2 4

+1Ot 0 + I + bullbull 01 0 +4 e +40110 +I bull+101 10 +I It

GREATU THAN +I IS

NOTI POlitill +)Q PrOHedlng lWay from 1otIon and up bullbullrede

NegaUbullbull (-)-Q ProoeHlng bullbull1) from Intotlon anlf down I gfldbull

GENERAL NOTES

1 Do not leal drlwlng follow dlmenllonbull 2 Sidewalki Ind Iidewalk curb rimpi IhaH be

oonltructed In Icoordlnce with the dtlile and thl ourrtnl Ipproved Amerloanl wllh Dillbllill Act Aooslblilly Guldilln (ADAIIG)

3 Provide a landing at the lop of lIob strllght rlmpwhn tb Gild Along Curb (G) II gltr Ihln +2110 and I than +7110 For othlr vllull of G Inoludlng III nglll H vatu no linding II requlrn

4 Mlnlmull IldlWllk width liang 8 vrtloll ourb shill b 8 fHt

6 Mtxlmum Ildllk oro siopi 00211 8 All aldawalk otlonl Ihlll be 4 thlot axopt

wh Indloltld II 7 thick by ahadad portlonlahown on dalll All Iidewlik Iotlon Ind ourb IIm~l rglrdle of thlokn hlll be plld for Conoret aldellk

7 Where ourb limp mllta pIlmfnt bullno111 not b permlttld

8 Conltruol 8 diagonal ramp whln Ihl mlxlmum oorner radlu Illowed for I Itrllgbt rlmp II lXollded

8 I monollthl~ oonorlt curb I conltructed Ilrlh I dummy Jotnt 10rOI boltom of ramp II ourb line I oonorete ourb I dowlldmiddoton block oul pavlAlent10 provide full depth ourb 10rOll rlmp from outer point of ourb laper to outer point of ourb tlper

MOSCOW MILLS

CONCRETE SIDEWALK amp CURB RAMP DETAILS

12 dfonaed

FIII UII Jolnl Ir S

F 8rt_10 COIOrlt III P~1I1 GENERAL NOTES 1 Do nol loall drwlng follow dllcnbullbull 2 Cautruollolt Jolnl ud Ubullbullbullr Y be olIted

ourb I poured Intll wHit pIYlflltnl Ttl 4

4

- -

8IO~~L 3 Mlnll thlokA for PIYfIIlt

Coner t utlulll bl hi bull -llLshyIn III oller e Ifa len -llL~I ( ftt~rau mu 2 and I AU nInlat MlnOf 1fI~ 100it Iflt Smiddot 0XPAHIIOM JOINT 1110 TIIANYIAOE

VERTICAL CURl AND GUTTER RldHUaJ OOlllotOf tldU1 l 10middot12 Jet oeUNtorINWIDEI nonmiddotfllettI1 trltt

4 (Tpe - Trlnnrll Jott I qulrd for I Not~R ldtl1 Ind RlduU1 IJor ColIctor 8I t bullbull U Typi C Tunll Joh for all oth

5 Ilor S~4IOA Of Minor tfft 111 8~ r=(ltI-~ ~2rrlo~~t-~Lllvlilbullbull Jottt

ie li All dlfo1d blu for lolita bullbulli ollb ilI b

Iti3]~~~~~B-1II with Joint 1~ rIP 8 J

MOUNTABLI CURl AND GUTTER

mu II OCOfdlIot It~ AAStrTO M 31 Gn 40 and IAWID OR PRIMOlDED aTRIP pox ltd ooferllll to til requltnt

LONiff1UDliAlcONafniCfIONJOINT I Stotkul 10674 of til 1 Loul COUlt 11IlId SPOOtfloaUOIiILtll af tilt U bill kill qual the ttllokn

U~81 ~0~I~~t2~~ ~~rn~t~middot 3

DefomH U bin

mu In

fof 10b dow1 bit 11- Igbull 12middot ottbullbull (Il cletn ot 101 r toDow uoonltt Unit

mu IIA OR PflIMOLpp SUIP

18ANSYllllf~~rVfTIO JOINT

neLIf UWlp JOINT WITH III IAsa

flll_1t1l JOint I

~1 VERTICAL CURB AND GUTTER

IN WIDI)

2- T11M C JIUIlao COlor Wtla lutflo

1 ~II elow1 bar UIORg bull 12oenlf hn bi polY outed

1~Imiddotftamp1~nmiddot~~ ~

LQNaITUDINAL OOH~OINT

-(bullbullbullmiddotNbullbullbullbull)

IltIJi

1f4 R 2 f~ middotCmiddot tlaoul COlOrle

=~IOr~OIVxmiddot

TYPE S CONCRETE CURB

MOSCOW MILLS

IMAveRAI CONSTRUCTION JOINT

ICURS amp JOINTmLI

EXIIIIOII JoInt III SAweD Oil PREMQlPiP SIBlp DETAILS

~ TAANsvnC gqHIRUgT10 JQINT sectXPANIIQN JOINT WitH BlTUMINOUI oyuur

muA hIlBNA U9N JOIMT

COHIRUCIIOH JQINT

(To ~ It ollt bullbull 01 20 pIO

INTlGItAL VERTICAL CURB

ROLLED CURl AND GUmR 12-1 WIDII

mu -__--__---

MOUNTABLE CURa AND GUTTER INWIDEI

---II2P_IIxp1on

lclol FAlor wIthlollll Ia

112_e_1cn _ Fill willi JoIAt 8Nler

Sidewalk It Blck of Curb STRAIGHT CURB RAMPmiddot 8 VERTICAL CURB

(TYPE 1)

__Oleshy112PmloIdocIlIxp_ JoInlFlltwIIh Jal1II8_ ----

BIdowdlt _III be r lllcilt

---- WRIW It II _ 01 Sldtnlk tlHDUghtnItrMaIIoft_lMIIIlO FIIrM 8Ido 10 rMaIro wtfIln RIW

112 IrIIIaIdtd ElqleMIoII 1FIIIr IoIIIt 8NItIr

Trlawn It Blck of Curb aTRAllHT CUIII ItAIP bull ROLLID cun

(TYPe II

TYPE 1 AND TYPE 2 CURB RAMPS 0

ORADS MIN Li~~TH OF R~IIP ILOPE

(~)

NIG~TIVI VALur - ~~ON(fUR

oTO +1 7 +101 TO +1 bull+20110 10 01 04 I

GREATeR THAN +4 11

NOTe PoIIIbullbull (+)CImiddot Prodlng Y frOm Inotlon Ind up bull gradbull

Ngalla (0)0middot prno OWlY from Intleolion and clown a grade

112~PIII JoIoI Jobollaalir

Trlwn It BlOk of Curb ITItAIIHT OURI ItAM V_IITICAL OUIII

(TYPI I TYPE CURB RAUl

X CI De IIIN ~TH OfALO II CURe flAMILOP

(11) (LP)

NEGATIVI () VALUI a 010+2 4

+1Ot 0 + I + bullbull 01 0 +4 e +40110 +I bull+101 10 +I It

GREATU THAN +I IS

NOTI POlitill +)Q PrOHedlng lWay from 1otIon and up bullbullrede

NegaUbullbull (-)-Q ProoeHlng bullbull1) from Intotlon anlf down I gfldbull

GENERAL NOTES

1 Do not leal drlwlng follow dlmenllonbull 2 Sidewalki Ind Iidewalk curb rimpi IhaH be

oonltructed In Icoordlnce with the dtlile and thl ourrtnl Ipproved Amerloanl wllh Dillbllill Act Aooslblilly Guldilln (ADAIIG)

3 Provide a landing at the lop of lIob strllght rlmpwhn tb Gild Along Curb (G) II gltr Ihln +2110 and I than +7110 For othlr vllull of G Inoludlng III nglll H vatu no linding II requlrn

4 Mlnlmull IldlWllk width liang 8 vrtloll ourb shill b 8 fHt

6 Mtxlmum Ildllk oro siopi 00211 8 All aldawalk otlonl Ihlll be 4 thlot axopt

wh Indloltld II 7 thick by ahadad portlonlahown on dalll All Iidewlik Iotlon Ind ourb IIm~l rglrdle of thlokn hlll be plld for Conoret aldellk

7 Where ourb limp mllta pIlmfnt bullno111 not b permlttld

8 Conltruol 8 diagonal ramp whln Ihl mlxlmum oorner radlu Illowed for I Itrllgbt rlmp II lXollded

8 I monollthl~ oonorlt curb I conltructed Ilrlh I dummy Jotnt 10rOI boltom of ramp II ourb line I oonorete ourb I dowlldmiddoton block oul pavlAlent10 provide full depth ourb 10rOll rlmp from outer point of ourb laper to outer point of ourb tlper

MOSCOW MILLS

CONCRETE SIDEWALK amp CURB RAMP DETAILS

12 dfonaed

FIII UII Jolnl Ir S

F 8rt_10 COIOrlt III P~1I1 GENERAL NOTES 1 Do nol loall drwlng follow dllcnbullbull 2 Cautruollolt Jolnl ud Ubullbullbullr Y be olIted

ourb I poured Intll wHit pIYlflltnl Ttl 4

4

- -

8IO~~L 3 Mlnll thlokA for PIYfIIlt

Coner t utlulll bl hi bull -llLshyIn III oller e Ifa len -llL~I ( ftt~rau mu 2 and I AU nInlat MlnOf 1fI~ 100it Iflt Smiddot 0XPAHIIOM JOINT 1110 TIIANYIAOE

VERTICAL CURl AND GUTTER RldHUaJ OOlllotOf tldU1 l 10middot12 Jet oeUNtorINWIDEI nonmiddotfllettI1 trltt

4 (Tpe - Trlnnrll Jott I qulrd for I Not~R ldtl1 Ind RlduU1 IJor ColIctor 8I t bullbull U Typi C Tunll Joh for all oth

5 Ilor S~4IOA Of Minor tfft 111 8~ r=(ltI-~ ~2rrlo~~t-~Lllvlilbullbull Jottt

ie li All dlfo1d blu for lolita bullbulli ollb ilI b

Iti3]~~~~~B-1II with Joint 1~ rIP 8 J

MOUNTABLI CURl AND GUTTER

mu II OCOfdlIot It~ AAStrTO M 31 Gn 40 and IAWID OR PRIMOlDED aTRIP pox ltd ooferllll to til requltnt

LONiff1UDliAlcONafniCfIONJOINT I Stotkul 10674 of til 1 Loul COUlt 11IlId SPOOtfloaUOIiILtll af tilt U bill kill qual the ttllokn

U~81 ~0~I~~t2~~ ~~rn~t~middot 3

DefomH U bin

mu In

fof 10b dow1 bit 11- Igbull 12middot ottbullbull (Il cletn ot 101 r toDow uoonltt Unit

mu IIA OR PflIMOLpp SUIP

18ANSYllllf~~rVfTIO JOINT

neLIf UWlp JOINT WITH III IAsa

flll_1t1l JOint I

~1 VERTICAL CURB AND GUTTER

IN WIDI)

2- T11M C JIUIlao COlor Wtla lutflo

1 ~II elow1 bar UIORg bull 12oenlf hn bi polY outed

1~Imiddotftamp1~nmiddot~~ ~

LQNaITUDINAL OOH~OINT

-(bullbullbullmiddotNbullbullbullbull)

IltIJi

1f4 R 2 f~ middotCmiddot tlaoul COlOrle

=~IOr~OIVxmiddot

TYPE S CONCRETE CURB

MOSCOW MILLS

IMAveRAI CONSTRUCTION JOINT

ICURS amp JOINTmLI

EXIIIIOII JoInt III SAweD Oil PREMQlPiP SIBlp DETAILS

~ TAANsvnC gqHIRUgT10 JQINT sectXPANIIQN JOINT WitH BlTUMINOUI oyuur

muA hIlBNA U9N JOIMT

COHIRUCIIOH JQINT

(To ~ It ollt bullbull 01 20 pIO

INTlGItAL VERTICAL CURB

ROLLED CURl AND GUmR 12-1 WIDII

mu -__--__---

MOUNTABLE CURa AND GUTTER INWIDEI

12 dfonaed

FIII UII Jolnl Ir S

F 8rt_10 COIOrlt III P~1I1 GENERAL NOTES 1 Do nol loall drwlng follow dllcnbullbull 2 Cautruollolt Jolnl ud Ubullbullbullr Y be olIted

ourb I poured Intll wHit pIYlflltnl Ttl 4

4

- -

8IO~~L 3 Mlnll thlokA for PIYfIIlt

Coner t utlulll bl hi bull -llLshyIn III oller e Ifa len -llL~I ( ftt~rau mu 2 and I AU nInlat MlnOf 1fI~ 100it Iflt Smiddot 0XPAHIIOM JOINT 1110 TIIANYIAOE

VERTICAL CURl AND GUTTER RldHUaJ OOlllotOf tldU1 l 10middot12 Jet oeUNtorINWIDEI nonmiddotfllettI1 trltt

4 (Tpe - Trlnnrll Jott I qulrd for I Not~R ldtl1 Ind RlduU1 IJor ColIctor 8I t bullbull U Typi C Tunll Joh for all oth

5 Ilor S~4IOA Of Minor tfft 111 8~ r=(ltI-~ ~2rrlo~~t-~Lllvlilbullbull Jottt

ie li All dlfo1d blu for lolita bullbulli ollb ilI b

Iti3]~~~~~B-1II with Joint 1~ rIP 8 J

MOUNTABLI CURl AND GUTTER

mu II OCOfdlIot It~ AAStrTO M 31 Gn 40 and IAWID OR PRIMOlDED aTRIP pox ltd ooferllll to til requltnt

LONiff1UDliAlcONafniCfIONJOINT I Stotkul 10674 of til 1 Loul COUlt 11IlId SPOOtfloaUOIiILtll af tilt U bill kill qual the ttllokn

U~81 ~0~I~~t2~~ ~~rn~t~middot 3

DefomH U bin

mu In

fof 10b dow1 bit 11- Igbull 12middot ottbullbull (Il cletn ot 101 r toDow uoonltt Unit

mu IIA OR PflIMOLpp SUIP

18ANSYllllf~~rVfTIO JOINT

neLIf UWlp JOINT WITH III IAsa

flll_1t1l JOint I

~1 VERTICAL CURB AND GUTTER

IN WIDI)

2- T11M C JIUIlao COlor Wtla lutflo

1 ~II elow1 bar UIORg bull 12oenlf hn bi polY outed

1~Imiddotftamp1~nmiddot~~ ~

LQNaITUDINAL OOH~OINT

-(bullbullbullmiddotNbullbullbullbull)

IltIJi

1f4 R 2 f~ middotCmiddot tlaoul COlOrle

=~IOr~OIVxmiddot

TYPE S CONCRETE CURB

MOSCOW MILLS

IMAveRAI CONSTRUCTION JOINT

ICURS amp JOINTmLI

EXIIIIOII JoInt III SAweD Oil PREMQlPiP SIBlp DETAILS

~ TAANsvnC gqHIRUgT10 JQINT sectXPANIIQN JOINT WitH BlTUMINOUI oyuur

muA hIlBNA U9N JOIMT

COHIRUCIIOH JQINT

(To ~ It ollt bullbull 01 20 pIO

INTlGItAL VERTICAL CURB

ROLLED CURl AND GUmR 12-1 WIDII

mu -__--__---

MOUNTABLE CURa AND GUTTER INWIDEI

I _8-12 I

f4 Gage Wire ~

qO~

1gt 11bullbull

Staking PI ~ (6 Min)

~~bull~

b1 ~~

~to

1 s

2

1~ PIbull Rd Spa SBar Wolded To Dowel

112 Pin Rd Spar Bor Welded To Dowel 4

e

S

7

lliiA 8

Tap 01 fIttat hwt4Jolnl

DOWEL BAASEPOXY COATED

PAVEMENT BAA SIZE

THICKNEBS DIAMETER LENGTH

l f 16

1 f8

S- or 10middot 1-114 1amp

IYfI

GINERAL NOTIS

Do not 10le drawln bullbull ollow dlmenelon

Th dowel luppoltln unIt Iatt be faotory mbled and oll)lble of boldlo I dowel In their rlqulred p081110n8 In Iht oompleted Joint InlllIon no dowell sh vary from lie required pOlltlon more thin 1 I a8

The dowel bar eplolng eh be 12 Inohe on center beginning S Inohbullbull rom outer dge 01 the pavement

Stlklno plna eh b bllooted from 0bull (oaoes) wlr minimum with 8ultlbl hook Staking pln bullbullftlll hvI bull lenolh 0 18 Inohel Type A Ind Typ B mIlUee unl otherwl dlreotad by Iht noln

WIbullbullbull b 0 ollpe ehal bd II eOlry to Itnathn the mllll

Minor Yillatione In thl oonflOuIUon of the IUpport unite Will be allowed

Th wlr end of bullbulloh poxy _ted dowel aheU be mrtced wflh bull lpot 0 palnl III one Inoh In dlamater and oontraatln In 00101 wIth I~e epoxy ooatlnl

T~ fIt end 0 the dowel ba or I lanth of at Ibullbullal 11 Inaha aha be ooald with an PPloved raphlt

MOSCOW MILLS I DOWEL SUPPORT

UNIT DETAILS (FOR TRAVERSE JOINTS ONLY)

New Pavement I Old Pavement

---~- Oepth of Resurfacing

--- Finish Surface of Type middotC Bltumlnous Concrete 1-12 Minimum

(Saw-Depth Cut)

BUTT JOINT

Exlttlng Bituminous EXisting Pavement Surface ExlatlngPavement

Pavement Material Surface to be Removed I

8 Minimum to 20 Maximum (Typ)

Exact length to be determined In MOSCOW MILLS field by Englner Longer lengtha may be required due to field conditions

BUTT JOINT DETAILS

New Pavement I Old Pavement

---~- Oepth of Resurfacing

--- Finish Surface of Type middotC Bltumlnous Concrete 1-12 Minimum

(Saw-Depth Cut)

BUTT JOINT

Exlttlng Bituminous EXisting Pavement Surface ExlatlngPavement

Pavement Material Surface to be Removed I

8 Minimum to 20 Maximum (Typ)

Exact length to be determined In MOSCOW MILLS field by Englner Longer lengtha may be required due to field conditions

BUTT JOINT DETAILS

~~cIVerticiClltrb

DOWlStreollllalfof SI middottrdKafcfSwe

Lt---~--c-c---+-===-r I fT~oflnle I

FRONT VIEW OF GUTTER SUMP FOR MULTIPLE UNIT VERTICAL CURB FQC~ of Inlampt~(~L__1

lI)IorJan -

r- B I C i~_--Jtlint Saolershy

IIcrt(TJoint _ -~ POVef1jf)t

SECTION B sect

T~alturb

lil1llinCorlter

o0~pound~Q

PLAN VIEW OF GUTTER SUMP FOR MULTIPLE UNIT VERTICAL CURB

4- 6 4f___-- ~l-rG~tT~ --= __ ~L

E- gt__

laterLne

flUamp1i~J~ fcterLine _ ~ _ in5~ __ ofSi1lotSjJf

frlYlSlhm ClSbi tollee roclt of 01 j tQllLVIEW OF GUTTER SUMP

ROLLED CURB

r-C-icD _Il -

1-I I~fic JCiin1SOOlel

b1lJJOint

~- I 4_ ___

~

irlrutter---l f TrnitlnClfbirq alteet ract of lnlat lOll

~~~

PLtN VIEW OF GUTTiB ROLLEQ CURB

~--I---~ ~I Il poundkPcentIIlm Joint I ~12i

1---1 1middotmiddot --_-__ t--T--_~~~jllot Sill

1S~~r~1 ~ --~ FRONT VIEW OF GUTTER SUMP FOR MULTIPLE UNIT

ROLLED CURS

-c-=)- ~i[-D-d)-~--l ---J _~

1

I

~ roo _---LL__ 1

tdlilCin

tnflalfotSp ~~

PLAN VIEW OF_ GUTTER SUMP FOR MULTIPLE UNIT ROLLED CURB

SeCTION C lt1

GENERALJiQIH

1) 00 not sctle drawing follow dimensions

2) The detII hown ar adaptad from Revised Standlrd Conatructlon Otalls for Sewer and Orolnage Fcllitie deted 2000

3 The slandard specification sections noted refer to the middotStandard Construction Speclficationa for Sewers end Drainage Facilitiesmiddot of the MetropOlitan St Loul Sewer Dlstriot dated 2000

4) Curb and Inlet sump may bo modified duo to field condlllo

5) AI expansl Joint 10 bo led

OpIiSIU Face of Inlt~--LL-1

itlrtlaquoJoinl --

~

SECTION D bull JI

MOSCOW MILLS

STREET INLET SUMPS

2 - 6 ~ - S 4 - 6

r~Oflllltt rr~

1shyf-- ~ifi~~i ofSHI ill Sill TrnjMCtf~i~ ~

101 FRONT VIEW OF GUTTER SUMP VERTICAL CURB

r-A

icDI

~I

i fmiddot 1_ 4~ -11 ---+ ftl 01 Inlet -J~ ~xJXll1il11 Joint

~trIQllHQlfofs

PLAN VIEW OF GUTTER VERTICAL CURB

Sadlt of ~erteol C

i~tst Stmeshy~-+a--f

WlQlAA

Sock of ~ertiC41

hoOf Clill

---roterU~ inGutier

OIREtTIONIlf fLO

FcrinltatlapolntilllrOdmiddotSuq1s symehiC(l ItKiUt tenter lineofSUJlOlshowlfaIO$treoa

Continued in Part 4 of 6