Paving Plan - ADM. APPRVL.
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SEE ANCHOR JOiNT DOWEL DET A.IL
ON THIS SHEET FOR DOWELI~~G
AT JOINT BETWEEN EXISTING
PAVEMENT AND NEW PAVEMENT.
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LIMIT OF
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EXPANSION JOiNT
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-
- FL;LL DEPTH
SA'Il'CUT LINE
~ r~EW
PVMT.
CURB RE\lOV AL \ Hili. 10'R
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SAWCUT 874 LF & REMOVE CURB
CONNECT TO EXIST. CONCRETE
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;- FESTRIRE FIRE LANE
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L3/{ x 24;/ DOWELS @ 18;/ D.C.
EPOXY IN PLACE, DOWELS TO BE DRILLED
INTO EXISTING PAVEMENT HORIZONTALLY.
"ANCHOR
JOINT" DOWEL
NO SCALE
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INSTALL 372
OF 6" CURB
LF~
340.73'
1" U~SIDE DIA. hOLE. BLmm
CLEAN AND COATED WITH EPOXY
RESIN BEFORE INSERTING DOWEL~
EXIST. CC~C. PVMT.~
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f-iN :"~~~i
12" YAX.
STANDARD YETHOD FOR JOINING
~EW REINFORCED CONCRETE PAV~ENT
TO EXISTING REINFORCED CONCRETE PAVEYENT
DE TAIL
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1.0 28 3J 4D
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30
SCALE': 1~~()'
PAVING NOTES
1. The Contractor Is dIrected to the General Project Notes Included on thIs
sheet and r,e shall consIder them as part of the speclffc work notes Included
below.
2. Pavement removal and repaIr sr,ail conform to CIty of Coppellrequfrements.
All sawcuts requIred to concrete removal shall be made full depth. Contractor
shall make every effort to protect exIstIng concrete and/or asphalt edges. Any
large spalled or broken edges shall be removed by sawcuttlng pavement prIor to
replacement.
3. Contractor shall maintaIn posItive draInage at all tIme durIng
construction. Pondlng of water In streets, drIves, truck courts, trenches,
etc. wIll not be allowed.
4. Contractor shclllocate and adjust existIng utlllty manhole lIds,
cleanouts, water valves end other surface appurtenances as requIred for new
construction. Contractor shall coordfnate utilIty adjustments wIth otr,er
dIscIplInes and the appropriate utIlIty agencIes and provIde for all fees for
permIts. cornectlons, InspectIons, etc.
5. Contractor's work shall include pavement removal and proper legal disposal
of debrfs required for new 'Nalks, drfves, curbs, gutters and other pav[ng and
concrete features. Contractor shall be responsible for all coordInatIon,
fnspection ard testIng requfred by the Owner and/or the City of Coppell
6. All sIdewalks shail meet ADA requirements unless noted specIfically
otherwIse on the plans. Maximum cross slope shall be 2% and maximum
longftudlnel slope shall be 5%. Contractor shall be responsIble for removel and
replacement of any ADA eccesslb',e flatwork that does not meet the mInImum ADA
Accessibility requfrements at no addltlonal cost to the Owner.
7. Pavement removal and repair shell conform to the CIty of Coppell
requirements. All saw cuts shall be full depth cuts. Contractor shall make
effort s to protect concrete and/or asphalt edges. Any large spalled or broken
edges shall be removed by sawcuttir,g pavement prior to replacement.
8. Refer to City of Coppell Standard Detalls for mInImum
subgrade pr6~aratlon (lIme stabIlizatIon) requIrements. Any varIances
to the stardards rTiust be requested to the EngIneering DepartfT,ent In .,,-ltlng.
9. Expansion Joints cnd sawed dummy JoInts shall be constructed as per city
of Coppell standards. ExpansIon JoInts shall be separated at a maxImum of 3001
intervals. Sawed dummy JoInts shall be spaced at 15' maxImum Intervals each
way. JoInts TO be sll1con sealed.
10. Contractor- to Install redwood expansion JoInts at R.O.IV. line at all drive
cpproaches per CIty of Cappel! standard constructIon detalls.
11. All work wIthIn publIc R.O.W. shall be lime-stabIlIzed fn accordance wIth CIty
of Coppell stander-ds.
12. Dfmensions and coordinates cre to face of curb unless otherwlse r,oted on
the drawings.
13. Subgrede (mfn. requlrrr,ents-unless otherwIse approved by clty engIneer).
Subgrade ur,cer all pavement shall be InItIally mIxed 8' thick and re-mlxed 6' thIck
and shall be s~abillzed with 6% min. by weIght of hydrated lime
(Generally + 40 Ibs.l s.y.) and compacted to a densIty not less than 95% standard
proctor densIty. AlternatIve subgrades, supported by laboratory tests, may be
submItted to the cIty engineer for approval.
LEGEND:
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"* 7" 3000 PSI CONCRETE REINFORCED
WINO. 3 BARS 18" O.C.E. W. OVER
SUBGRADE COMPACTED TO 95%
OF STD. PROCTOR
EXISTING CONCRETE FLATWORK
"* CONCRETE PAVEMENT THICKNESS AND
SUBGRADE BASED ON ORIGINAL PAVEMENT
DESIGN.
Administretj'J8 ,4pproval
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By iJr]j~-{jitcJ;
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RECEIVED
I'T 52006
c ::'liJI:JG DEPARTi.1EilT
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/0-3-00
Project No 24277
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Issued: SEPT 2006
Drawn By: CAD .~
Checked By: GL / MM~1
Sheet Title PAVING PLAN ~
C2.01
I
Sheet Number I