HomeMy WebLinkAboutD-204206#5 @ 12 "EW TYP 3„
ALL PAVEMENT SLABS CLEAR
�FJ
4' CRUSHED
SURFACING
TYPE R
COMPACT UPPER 12
OF SUBGRADE 95% MAX
DRY DENSITY (TYP)
12" REINFORCED
PCC PAVEMENT 1
SCALE: NONE C51
ASPHALT CONCRETE
PAVEMENT CLASS 8
SEAL COAT
FINAL JOINT
SHALL BE
SAWCUT
EXISTING AC
PAVEMENT OR
OVERLAY
3 "AC
PAVEMENT
3" TYPE R +
SURFACING
4" TYPE M
SURFACING
COMPACT UPPER
12" OF SUBGRADE
TO 95% MAX DRY
ASPHALT CONCRETE DENSITY
PAVEMENT SECTION 2 2
SCALE: NONE C50 C51
USE EXISTING JOINT OR
SAWCUT EXISTING PAVEMENT
WHERE REQUIRED
PROVIDE 1/2" GAP
1/4!' x2" JOINT MATERIAL
AND FILL WITH SEALANT EXISTING PAVEMENT
ROUGH UP EDGE 24 �l
OF EXIST CONC PAVEMENT _
MO
DRILL EXIST SLAB
FOR DOWEL BAR
SEE NOTE 1 _ _ 2„
PCC PAVEMENT TO
EXISTING PAVEMENT 3 3
SCALE: NONE C50 C51
JWP-70 -2042
1/47 x2" JOINT MATERIAL,
OR TOOL GROOVE AND THEN
SAWCUT JOINT. FILL WITH JOINT SEE NOTE 3
SEALANT TO 1/4"
OF SURFACE, SEE 5
- o
TYP <
0
SEE NOTE 1
CONTRACTION JOINT
TYPE 1 4
SCALE: NONE -
Ie. SEALANT
I ^ I
SEE NOTE 1 t; JOINT MATERIAL
7
SEE KEYWAY DETAIL - -- - - - - --
(KEYWAY NOT REQUIRED
CA
FOR TRANSVERSE JOINTS)
SEE NOTE 2
1/4" x2 "JOINT MATERIAL
FILL WITH JOINT SEALANT
CONTRACTION JOINT SEE
TYPE 2 s
SCALE: NONE
JOINT SEALANT
EXISTING SLAB OR
UTILIDOR
1 /2" JOINT MATERIAL
EXPANSION JOINT
TYPE 3 6
SCALE: NONE -
N
N
a N
0
KEYWAY DETAIL 7
SCALE: NONE
CONTRACTION JOINT
�- _- 1
4- #5 T&B TYP EA SIDE
; �O
. YP O-
1 "PREMOLDED JOINT FILLER
#5 012"OC EW
EXIST 9*AIR LINE
12`
DETAIL
/ \ DE
/ \ 13
SCALE: NONE
CONTRACTION JOINT /
PAVEMENT PLAN
\
SEE RENTON STD
$
a
O
DETAIL
FOR FRAME AND GRATE N
3� O
-I
1fl
UNIFORM SLOPE
CATCH BASIN,
1/i EXPANSION JOINT \
TYPE 3 \
/
/
SEEe
2- 05 TOP & BOT
/
EACH SIDE TYPICAL
REINFORCED
PCC PAVEMENT s
SCALE: NONE C51
CRUSHED SURFACING
PER DETAIL �\
VARIES 07TO
3"AC PAVEMENT
CLASS B CONCRETE
DEPRESS GRATE 0.1'
�- _- 1
SPRING LINE
3
1 "PREMOLDED JOINT FILLER
#5 012"OC EW
EXIST 9*AIR LINE
12`
DETAIL
10 10
SCALE: NONE
C50 C100
DEPRESS GRATE 0.1'
PROVIDE 3/4" THICK
,- COMPACT FULL DEPTH
EXPANSION JOINT
PAVEMENT ELEVATION
OF BACKFILL AROUND
CATCH BASIN TO 95%
PO EMENT ELEVATION
SURFACE ON TOP
COMPACTION
CATCH BASIN GRATE
BASIN, BETWEEN
PAVEMENT PLAN
CATCH BASIN AND
UNDERSIDE OF SLAB.
SEE RENTON STD
$
a
O
DETAIL
FOR FRAME AND GRATE N
3� O
-I
1fl
UNIFORM SLOPE
DEPRESS GRATE 0.1'
PROVIDE 3/4" THICK
BELOW NORMAL
EXPANSION JOINT
PAVEMENT ELEVATION
MATERIAL ON HORIZ
SURFACE ON TOP
RING OF CATCH
BASIN, BETWEEN
PAVEMENT PLAN
CATCH BASIN AND
UNDERSIDE OF SLAB.
AT CATCH BASIN
$
SCALE: NONE
-
CONCRETE PAVEMENT JOINT NOTES
1. USE DOWEL BARS, 1 1/4" x1g' @ 1Z'OC,
SMOOTH ROUND GRADE 60 OR BETTER, EPDXY
COATED AND GREASED. PROVIDE PLASTIC CAP
TO CREATE GAP ON GREASED END.
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 @12 "OC EW CLEAR
Iw
w
c M U
COMPACT UPPER 12" OF
4 7CRUSHED SUBGRADE 10 95% MAX
SURFACING TYPE R DRY - DENSITY
6" REINFORCED -
PCC PAVEMENT 12
SCALE: NONE C50
-rvolr'Al QAVf7n4ENT
TAIL e
PAVEMENT DETAIL 13
SCALE: NONE C51
C
@12 "OC
CLASS B ASPHALT JOINT MATERIAL
CONCRETE PAVEMENT AND SEALANT PER
#6 @12" OC EW DETAIL 5/C52
SEAL COAT 1 -6 EXISTING CEN
(CONC PVMT
S'
AC
20
-
7 "CRUSHED N
SURFACING
_PER - --
DETAIL 2 CRUSHED SURFACING PROVIDE DO EL
C52 PER DETAIL 12/C52 PER GENERAL
NOTE 1
#6 @12" OC 2 - #6
COMPACT UPPER PAVEMENT DETAIL 14
12" OF SUBGRADE SCALE: NONE C50
TO 95% MAX -
DRY DENSITY
CITY OF RENTON
PAVEMENT DETAIL 11 11 4, RECORD DRAVVII`RG`' DEPARTMENT OF PUBLIC WORKS
C50 C51 KRA ?DER, CHIN R f laYO
SCALE: NONE i CONSULTING EI S PAVEMENT DETAILS
i 8'SF
O ON, 1a �?ivl le
BY ,, , F i T C , RAC -. 4 -01 PARKING AREA
BY 4NTE, -- DESIGNED:
-- - - - DATE: 2/93 FILE NAME: C52
DRAWN:
CHECKED: SCALE:AS SH OWN REM 90GK: PAGE
NO. REVISION BY APPR. DATE APPROVED: oaccrae or weuc ,.vwKS SHEET: 6 OF: 13