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STAN§ J?0 CONSTRUCTION DETMLS
rtca r c�
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c OPPEL L RE114FORCED CO MM SI WALK 1 305-401.
j
JOINT$ AND $PACINGSTAHDAW, D£TAIL
Np, wEfrd'M $Y DAX
2170
_
LOCAL £xC
........".._.,............................. 1
VERTICAL SAW CUT HOT POURED RUBBER
1/8" TO 3/16" WIDE JOINT SEALING COMPOUND
1 1/2” DEEP KEYWAY LAP BARS 30 DIA.
& TIE
FIRST POUR - EQQN.DP R
Y�.
{141,® .
#3 BARS ON 18" CTRS. BOTH WAY& -
UNLESS SHOWN OTHERWISE
CONSTRUCTION JOINT DETAIL (CJ)
NOT TO SCALE
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 DRIVES SHALL BE 6 INCHES AND ALL SIDEWALKS SHALL BE 4 INCHES
AND SHALL BE REINFORCED WITH #3 AT 18" O.C.E.W.
7. ALL CONCRETE DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF4,000 PSI AT
28 DAYS AND ALL CONCRETE SIDEWALKS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,000 PSI AT 28 DAYS.
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5/8" DIA. HOLE INSIDE, BLOWN O U)
CLEAN AND COATED WITH EPDXY
RESIN BEFORE INSERTING DOWEL FULL DEPTH VERTICAL SAW CUT HOT POURED RUBBER
SAWCUT LINE 1/8" TO 3/16" WIDE JOINT SEALING COMPOUND � W
EXIST. CONIC. PVMT. �— NEW PVMT. /'-_ BOMANITE SURFACE FINISH W
20' MAX. BETWEEN EXPANSION JOINTS
NOTE: "ANCHOR JOINT"
AT MA13KINGS THE CONCRETE SHALL BE CUT 1" DEEP, FOLLOWED ' DOWEL—ON DETAIL SAWED DUMMY JOINT DETAIL (DJ) ( 160.C. MAX )
BY GROOVIt G TOOL. STRENGTH SHALL BE 3000 p.s.i. WITH #3 NOT TO SCALE
BARS a 18 O.C. N.T.S.
SIDEWALK PLAN
NOT TO SCALE
STANDARD METHOD FOR JOINING
NEW REINFORCED CONCRETE PAYMENT
TO EXISTING CONCRETE PAVEMENT
ANCHOR JOINT DETAIL
NOT TO SCALE Wh
F-
0 Z
0 e,®
NO.4 SMOOTH DOWEL @ 24" O.C.
16" DOWEL COATING
2"
MIN.
SELF -LEVELING
r JOINT SEALING COMPOUND
!3 2 ,
N fa �,
i-,mwf'
�— 0..
BUILDING �• Tf
PAVING t. � �
" SELF -LEVELING SILICONE SEALER I #3 BARS ON 18" CTRS. BOTH WAYS 1/2" REDWOOD
UNLESS SHOWN OTHERWISE
SLOPE 1/4" PER FT. 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. ft 2014
s, BY AN APPROVED DEVICE
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EXPANSION JOINT DETAIL (EJ) LANN1 G DEPARTMENT
1/2" REDWOOD LUMBER NOT TO SCALE
Issue Dates:
Review. 5-25-14
Permit 8-3-14
Constructia m
WALK,/BUILDING/CURB scale. `� As Shown
INTERFACE Ora" By. � KKJE
NOT TO SCALE Checked By cmc
Project Na. 11.5991903
Sheet