HomeMy WebLinkAboutSWP3002042.6cl
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#5 @ 12"
ALL PAVEP
4" CRUSI--
SURFACIN(
TYPE R
COMPACT
OF SUBGF
DRY DENS...
12 REINFORCED
PCC PAVEMENT
SCALE: NONE
3'
- FINAL JOINT
ASPHALT CONCRETE SHALL BE
PAVEMENT CLASS B-----_, SAWCUT
EXISTING AC
SEAL COAT PAVEMENT OR
OVERLAY
3" AC
PAVEMENT—`,
> 4
ASPHALT CONCRETE
PAVEMENT SECTION
SCALE- NONE
1/4" x2" JOINT MATERIAL
AND FILL WITH SEALANT
ROUGH UP EDGE
OF EXIST CONC PAVEMENT
SEE NOTE 1
PCC PAVEMENT TO
SCALE: NONE
2"
TYPE R
SURFACING
4�' TYPE M
SURFACING
COMPACT UPPER
12" OF SUBGRADE
TO 95% MAX DRY
DENSITY
("72
C50 C" 1
USE EXISTING JOINT OR
SAWCUT EXISTING PAVEMENT
WHERE REQUIRED
mm/-%\finr- I /-AM
DRILL EXIST SLAB
FOR DOWEL BAR
1 / 4" x 2" JOINT MATERIAL,
OR TOOL GROOVE AND THEN
SAWCUT JOINT. FIL
SEALANT TO 1 14"
OF SURFACE, SEE
CONTRACTION JOINT
TYPE 1
SCALE: NONE
SEE NOTE
SEE KEYWAY DETAIL
(KEYWAY NOT REQUIRED
FOR TRANSVERSE JOINTS)
SEE NOTE 21�����
CONTRACTION JOINT
TYPE 2
SCALE: NONE
EXPANSION JOINT
TYPE 3
SCALE: NONE
K EYWAY D ETAI L
SCALE: NONE
NORMAL
PAVEMENT ELEVA
CATCH BASIN GR
UNIFORM SLOPE
DEPRESS GRATE
BELOW NORMAL
PAVEMENT ELEVA--
PAVEMENT PLAN
AT CATC H BAS I N
SCALE: NONE
-1 /2"
SEALANT
A4 A JOINT MATERIAL.
1/4!' x2'JOINT MATERIAL
FILL WITH JOINT SEALANT
JOINT SEALANT
EXISTING SLAB OR
UTILIDOR
1/2" JOINT MATERIAL
CONTRACTION JOINT
4- #5 T&B TYP EA SIDE---,
T lyp ItI, 0,
EA
SIDE 13
CONTRACTION JOIN]T
CATCH BASIN,
'1/2" EXPANSION JOINT SEE -
TYPE 3
21-- #5 TOP & BO
EACH SIDE TYPICAL
REINFORCED
PCC PAVEMENT
SCALE,- NONE
CRUSHED SURFACING
PER DETAIL
2
ey
VARIES 0"TO 18"�
ao V
SPRING LINE---,
1"PREMOLDED JOINT FILLER
EXIST TAIR LINE —
DETAIL
SCALE: NONE
COMPACT FULL DEPTH
OF BACKFILL AROUND
CATCH BASIN TO 95%
COMPACTION
SEE RENTON STD
DETAIL 3.6.5
FOR FRAME AND GRATE
PROVIDE 3/4!' THICK
EXPANSION JOINT
MATERIAL ON HORIZ
SURFACE ON TOP
RING OF CATCH
BASIN, BETWEEN
CATCH BASIN AND
UNDERSIDE OF SLAB.
3"AC PAVEMENT
CLASS B CONCRETE
v v
E>Vd
#5 0 12" OC EW
12"'
-I
10 )(10
C50 AC 100
CONCRETE PAVEMENT JOINT NOTES
1. USE DOWEL BARS, 1 1/4!' x18" (9 12"OC,
SMOOTH ROUND GRADE 60 OR BETTER, EPDXY
COATED AND GREASED. PROVIDE PLASTIC CAP
E GAP ON GREASED END. TO CREAIT
2- JOINTS ARE TO BE CONTRACTION JOINTS TYPE 2
UNLESS PAVED BY A MACHINE CAPABLE OF PLACING AND
FINISHING CONCRETE FOR TWO PANEL WIDTHS (IN WHICH
CASE A CONTRACTION JOINT TYPE 1 CAN BE USED)
CONTRACTOR SHALL SUBMIT DESIGN ON TYPE
AND JOINT SPACING PRIOR TO CONSTRUCTION.
3. PROPOSED SAWED JOINTS SHALL FIRST BE TOOLED,
TOOLED, THEN SAWCUT IMMEDIATLY AFTER INITIAL SET.
4, PAVEMENT REINFORCEMENT MAY BE CONTINUOUS
THROUGH A MAXIMUM OF 4 JOINTS SUBJECT
TO PRIOR APPROVAL BY THE ENGINEER.
3"
#6 412"OC EW
CLEAR
Li
4
4 4 v v C>V C<>> V 4, > -4 1;7.v v > V'd
F37'
�--COMPACT UPPER 12" OF
4!'CRUSHED SUBGRADE TO 95% MAX
SURFACING TYPE R rDRY DENSITY
6 REINFORCED
PCC PAVEMENT rl 2�
1
SCALE: NONE �50
TYPI(-Al PA\/FN4ENT
TAIL
1 2 oc
ccp
PAVEMENT DETAIL
SCALE: NONE
JOINT MATERIAL
AND SEALANT PER
#6 012" OC EW DETAIL 5/C52
1 6"
EXISTING CEN
CONC PVMT
<
CRUSHED SURF -ACING PROVIDE DOWEL
PER DETAIL 12/C52 PER GENERAL
1 NOTE I
#6 @-b 121 " 0 C 2 #6
COMPACT UPPER PAVEMENT DETAIL rl 4
1/2" OF SUBGRADE
71PAX :SCALE: NONE
y
aAW29171.6.---.-,J- 1
RECORD D R AVV 1 N G
PAVEMENT DETAIL
K R ANI L R, CHIN & MAIYO
SCALE: NONE 1..C�C 5 1
CONSULTING EN,
&A-03FI) ON INVORMATIFURNISHELC
by T�l
E-VTCT i-C"WC:-KIT
CLASS B ASPHALT
CONCRETE PAVEMENT
SEAL COAT
3" AC
PAVEMENT—`
7" CRUSHED
SURFACING
PER
D ETAI L 2
C52
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