Old Town- PN130727 (15)GENERAL GRADING AND PAVING NOTES
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND LOCAL GOVERNING
AUTHORITIES STANDARDS AND SPECIFICATIONS.
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2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL
REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR Lc z
FABRICATION UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY
SHALL BEGIN
E �S Ft Lh Yr REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING 0 CZ
_,,,.,,,_. / AUTHORITIES.
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I r 4 - 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND
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F.. E AUTHORITY
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4 4. IN THE EVENT AN ITEM IS NOT COVERED IN THE CITY OF COPPELL SPECIFICATIONS, THE
" " £ a i CITY ENGINEER'S DECISION SHALL APPLY. W
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VERTICAL SAW CUT HOT POURED RUBBERLai
1/8" TO 3/16" WIDE JOINT SEALING COMPOUND 5. GRADING SHOWN W PAVED AREAS IS FINISHED GRADE. CONTRACTOR SHALL GRADE TO
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LAP BARS 30 DIA. SUBGRADE IN THESE AREAS. SUBGRADE UNDER PAVEMENT SHALL BE COMPACTED TO 95%4j ms
1 1/2" DEEP KEYWAY OF MAXIMUM DENSITY PER ASTM D698 PER THE REQUIREMENTS OF THE GEOTECHNICAL
REPORT.
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If. ,<r,t... ONONWin,} f,u„t. t s,r< t. ::. F — w S, yv N , O DRIVES SHALL BE 6 INCHES AND ALL SIDEWALKS SHALL BE 4 INCHESNIIIIIIIIIIIIIIIII
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6 ALL CONCRETE
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�, i ,. , 7. ALL CONCRETE DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF4,000 AT
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— E up. ,e r, rO+,tlr r a�4t tlti la aa<r: f 28 DAYS AND ALL CONCRETE SIDEWALKS SHALL HAVE A MINIMUM COMPRESSIVE QC LU U
r. _ n: STRENGTH OF 00 PSI AT 28 DAYS. EPA
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/ #3 BARS ON 18" CTRS. BOTH WAYS—
UNLESS SHOWN OTHERWISE
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CONSTRUCTION
JOINT ®EVIL (CJ)
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EXPANSIQN CAP
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AR0 s STRUCTION DETAILS REFER CE Ld_• a e� • m y a
STAttiD�
r'� PPELT R>ic�3rs�k CM.0 fM8IWKALK 305401. �m m � o N
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5/8" DIA. HOLE INSIDE, BLOWN
CLEAN AND COATED WITH EPDXY
RESIN BEFORE INSERTING DOWEL-\
EXIST. CONC. PVMT.
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FULL DEPTHVERTICAL E HOT POURED RUBBER
SAWCUT LINE 1/8" TO 3/16" WIDE T ® (.�.�
JOINT SEALING COMPOUND
NEW PVMT. BOMANITE SURFACE FINISH
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MIN. (�d��
u ' 2" x DO' E, , 4" 0%C
#3 BARS ON 18" CTRS. BOTH WAYS C
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iitii-1 O �-AXI TING EST 'HOR-120�TALLY UNLESS SHOWN OTHERW SC
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NOTE:
AT MARKINGS THE CONCRETE SHALL E
BY GROOVING TOOL. STRENGTH SHALL
BARS @ 18 O.G.
SIDEWALK PLAN
NOT TO SCALE
BUILDING
1" SELF—LEVELING SILICONE SEALER
SLOPE 1/4" PER FT.
r
4r.
1/2" REDWOOD LUMBER
VJALK/EIJIL®ING/CURS
INTERFACE
NOT TO SCALE
NO.4 SMOOTH DOWEL @ 24" O.C.
16" DOWEL COATING
2" 1
I SELF—LEVELING
JOINT SEALING COMPOUND
r 2
#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
STANDARD METHOD FOR JOINING
NEW REINFORCED CONCRETE PAVMENT
TO EXISTING CONCRETE PAVEMENT
ANCHOR JOINT DETAIL
NOT TO SCALE
PAVING
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VJALK/EIJIL®ING/CURS
INTERFACE
NOT TO SCALE
NO.4 SMOOTH DOWEL @ 24" O.C.
16" DOWEL COATING
2" 1
I SELF—LEVELING
JOINT SEALING COMPOUND
r 2
#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
issue Date
Reale 5-25-14
peffntt
Construction
Scab As Shown
Drawn By.. KKE
Checker D)r cmG
Project Nom 11-599190
eet
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Z
issue Date
Reale 5-25-14
peffntt
Construction
Scab As Shown
Drawn By.. KKE
Checker D)r cmG
Project Nom 11-599190
eet