Old Town- PN130727 (13)5/8" DIA. HOLE INSIDE, BLOWN
CLEAN AND COATED WITH EPDXY
RESIN BEFORE INSERTING DOWEL FULL DEPTH
SAWCUT LINE
EXIST. CONC. PVMT. NEW PVMT.
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�-IN 10" MIN.
12" MAX. 1/2" x 2' DOWELS @ 24" O.C.
EPDXY IN PLACE. DOWELS TO BE DRILLED
INTO EXISTING PAVEMENT HORIZONTALLY.
"ANCHOR JOINT"
DOWEL -ON DETAIL
N.T.S.
STANDARD METHOD FOR JOINING
NEW REINFORCED CONCRETE PAVMENT
TO EXISTING CONCRETE PAVEMENT
ANCHOR JOINT DETAIL
NOT TO SCALE
VERTICAL SAW CUT
1/8" TO 3/16" WIDE
1 1/2" DEEP KEYWAY
FIRST POUR
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HOT POURED RUBBER
JOINT SEALING COMPOUND
LAP BARS 30 DIA.
& TIE
SEQONID PQWR
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#3 BARS ON 18" CTRS. BOTH WAY& -
UNLESS SHOWN OTHERWISE
CONSTRUCTION JOINT DETAIL (CJ
NOT TO SCALE
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MARKS
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I TYP.
20' MAX. BETWEE
NOTE: AT MARKINGS THE CONCRETE SHALL BE CUT 1" DEEP, FOLLOWED
BY GROOVING TOOL, STRENGTH SHALL BE 3000 p.s.i. WITH J3
BARS @ 18 O.C.
PRIVATE SIDEWALK PLAN
NOT TO SCALE
BUILDING
1" SELF -LEVELING SILICONE SEALER PAVING
SLOPE 1/4" PER FT.
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1/2" REDWOOD LUMBER
WALK/BUILDING/CURB
INTERFACE
NOT TO SCALE
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SITE
HOUSTON STREET
Variable
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N CROCKETT STREET
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HOUSTON STREET
LOCATION MAP
GENERAL GRADING AND PAVING NOTES
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND LOCAL GOVERNING
AUTHORITIES STANDARDS AND SPECIFICATIONS.
2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL
REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR
FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY
REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING
AUTHORITIES.
3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND
SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING
AUTHORITY.
4. IN THE EVENT AN ITEM IS NOT COVERED IN THE CITY OF COPPELL SPECIFICATIONS, THE
CITY ENGINEER'S DECISION SHALL APPLY.
5. GRADING SHOWN IN PAVED AREAS IS FINISHED GRADE. CONTRACTOR SHALL GRADE TO
SUBGRADE IN THESE AREAS. SUBGRADE UNDER PAVEMENT SHALL BE COMPACTED TO 95%
OF MAXIMUM DENSITY PER ASTM D698 PER THE REQUIREMENTS OF THE GEOTECHNICAL
REPORT.
6. ALL CONCRETE PAVING SHALL BE 5 INCHES IN THE PARKING AREA AND 7 INCHES IN THE
DUMPSTER AREA AND SHALL BE REINFORCED WITH #3 AT 18" O.C.E.W.
7. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT
28 DAYS.
12" TREAD
VHOT POURED RUBBER
VERTICAL SAW CUT
1/8" TO 3/16" WIDE JOINT SEALING COMPOUND
BOMANITE SURFACE FINISH
SEE PLAN FOR NUMBER
AND HEIGHT OF RISERS
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#3 BARB ON 18" CTRS. BOTH WAYS A.
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UNLESS SHOWN OTHERWISE ° #3 BAR AT NOSE (TYP)
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#3 BARS ON 18" CTRS. BOTH WAYS 0'
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SAWED GUMMY JOINT DETAIL (DJ) ( 16 O.C. MAX) UNLESS SHOWN OTHERWISE Q 6d : d d _ d
NOT TO SCALE
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TYPICAL STAIR DETAIL
NO.4 SMOOTH DOWEL @ 24" O.C.
16" DOWEL COATING
2"
MIN.
SELF -LEVELING
,-JOINT SEALINGCOMPOUND
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.....
. . . . .
#3 BARS ON 18" CTRS. BOTH WAYS 1/2" REDWOOD
UNLESS SHOWN OTHERWISE LUMBER
DOWEL SLEEVE (CLOSED END}
NOTE: DOWELS AND REINFORCING TO FIT DOWEL AND BE SECURED
BARS SHALL BE SUPPORTED TO BE INSTALLED 2'C. -C.
BY AN APPROVED DEVICE
EXPANSION JOINT DETAIL.. (EJ)
NOT TO SCALE
8"
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#3 BARS ON 18" CTRS. BOTH WAYS #
UNLESS SHOWN OTHERWISE
A
TYPICAL DROP DETAIL
NOT TO SCALE
PROVIDE RAILING IF
DROP EXCEEDS ADA HEIGHT
PLANTER GRADE
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