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70
5/3" DIA. HOLE INSIDE; BLOWN
CLEAN AND COATED WITH EPDXY
RESIN BEFORE INSERTING DOWEL—A
EX:S €. CONC. PVI I. -
INTERFACE
NOT TO SCALE
VERTICAL SAW CUT
1/8" TO 3/16" WIDE
1 1/2" DEEP KEYWAY
FIRST POUR
% 1;
V `L j
HOT POURED RUBBER
JOINT SEALING COMPOUND
LAP BARS 30 DIA.
%& TIE
j SFcnNn Pnl IR
#3 BARS ON 18" CTRS. BOTH WAY&
UNLESS SHOWN OTHERWISE
CONSTRUCTION JOINT DETAIL (CJ
NOT TO SCALE
FULL DEPTH
SAWCUT LINE
NEW PVMT.
a , a 4
a> n
4-
t>.
! a n c
7
a _
:L— %JA i. fly.£7C.' rTIIvL*.c
INTO EXISTING PAVEMENT HORIZONTALLY.
OR COIN] "
-O DETAIL
STANDARD METHOD FOR JOINING
NEW REINFORCED CONCRETE PAYMENT
TO EXISTING CONCRETE PAVEMENT
ANCHOR JOINT DETAIL
NOT TO SCALE
"GUTTER SLOPE TO MATCH
EXISTING CROSS SLOPE
I 6"
a
T R
EXISTING
CONCRETE
PAVEMENT
- #3 CONT
3
M
# @ 18" O.C.„ "All ANCHOR JOINT
SECTION A DETAIL THIS SHEET
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 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 OF 4,000 PSI AT
28 DAYS AND ALL CONCRETE SIDEWALKS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,000 PSI AT 28 DAYS.
VERTICAL SAW CUTHOT POURED RUBBER
1/8" TO 3/16" WIDE F JOINT SEALING COMPOUND
f
4k
-" BOMANITE SURFACE FINISH
#3 BARS ON 18" CTRS. BOTH WAYS
UNLESS SHOWN OTHERWISE
SAWED DUMMY JOINT [DETAIL (DJ) ( 160.C. IMAX
NOT TO SCALE
NO.4 SMOOTH DOWEL @ 24" O.C.
16" DOWEL COATING
2" 1
1 SELF—LEVELING
JOINT SEALING COMPOUND
- - sem• - ,• ;,a 2t� -.
-A -------- ---- --
d%
#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
SIDEWALK PLAN
NOT TO SCALE
BUILDING
PAVING
1 SELF—LEVELING SILICONE SEALER I
SLOPE 1/4" PER FT.
_J_
REDWOOD LUMBER
INTERFACE
NOT TO SCALE
VERTICAL SAW CUT
1/8" TO 3/16" WIDE
1 1/2" DEEP KEYWAY
FIRST POUR
% 1;
V `L j
HOT POURED RUBBER
JOINT SEALING COMPOUND
LAP BARS 30 DIA.
%& TIE
j SFcnNn Pnl IR
#3 BARS ON 18" CTRS. BOTH WAY&
UNLESS SHOWN OTHERWISE
CONSTRUCTION JOINT DETAIL (CJ
NOT TO SCALE
FULL DEPTH
SAWCUT LINE
NEW PVMT.
a , a 4
a> n
4-
t>.
! a n c
7
a _
:L— %JA i. fly.£7C.' rTIIvL*.c
INTO EXISTING PAVEMENT HORIZONTALLY.
OR COIN] "
-O DETAIL
STANDARD METHOD FOR JOINING
NEW REINFORCED CONCRETE PAYMENT
TO EXISTING CONCRETE PAVEMENT
ANCHOR JOINT DETAIL
NOT TO SCALE
"GUTTER SLOPE TO MATCH
EXISTING CROSS SLOPE
I 6"
a
T R
EXISTING
CONCRETE
PAVEMENT
- #3 CONT
3
M
# @ 18" O.C.„ "All ANCHOR JOINT
SECTION A DETAIL THIS SHEET
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 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 OF 4,000 PSI AT
28 DAYS AND ALL CONCRETE SIDEWALKS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,000 PSI AT 28 DAYS.
VERTICAL SAW CUTHOT POURED RUBBER
1/8" TO 3/16" WIDE F JOINT SEALING COMPOUND
f
4k
-" BOMANITE SURFACE FINISH
#3 BARS ON 18" CTRS. BOTH WAYS
UNLESS SHOWN OTHERWISE
SAWED DUMMY JOINT [DETAIL (DJ) ( 160.C. IMAX
NOT TO SCALE
NO.4 SMOOTH DOWEL @ 24" O.C.
16" DOWEL COATING
2" 1
1 SELF—LEVELING
JOINT SEALING COMPOUND
- - sem• - ,• ;,a 2t� -.
-A -------- ---- --
d%
#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