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ROADWAY PIVOT POINT AS
INDICATED ON TYPICAL SECTIONS
EXISTING GROUND
TASK 1 - ROADWAY WIDENING
HMA ROADWAY PAVEMENT SECTION.
SEE DETAIL, SHEET 25 (TYP)
MEDIAN REFERENCE POINT OR
ROADWAY PIVOT POINT AS
INDICATED ON TYPICAL SECTIONS
EXISTING GROUND -\
TASK 2 - PROFILE GRINDING
HMA ROADWAY PAVEMENT SECTION.
SEE DETAIL, SHEET 25 (TYP) MEDIAN REFERENCE POINT OR
ROADWAY PIVOT POINT AS
INDICATED ON TYPICAL SECTIONS
HMA FOR PRELEVEL, CLASS J" PG 70-22 AS
NECESSARY TO ACHIEVE MEDIAN PROFILE GRADES.
SEE ALIGNMENT PROFILE SHEETS.
HMA ROADWAY PAVEMENT SECTION.
SEE DETAIL, SHEET 25 (TYP)
EXISTING DRIVEWAY OR
PARKING PAVEMENT
TASK 3 - PRELEVEL & FINAL OVERLAY
FINAL OVERLAY
ADDITIONAL PAVING DEPTH
AS NECESSARY, 1" MAX
SEE DETAIL, SHEET 25
8.5"
8.5»
FINAL OVERLAY
HMA FOR OVERLAY CL J" PG 70-22
ROADWAY PAVING CONSTRUCTION NOTES:
1. SEE TYPICAL SECTIONS FOR MATERIAL
DESIGNATIONS AND DEPTHS.
2. MEDIANS AND ISLANDS NOT SHOWN FOR
CLARITY
ROADWAY PAVING DETAIL
NTS
8.5
8.5
EXISTING DRIVEWAY OR
PARKING PAVEMENT
6"
CEMENT CONCRETE
STAPLE CURB
FACE OF GUTTER
PROFILE AND COLD JOINT
ELEVATION e (a d CONCRETE PANEL
a d
REFERENCE POINT a ELEVATION
PLANE BITUMINOUS PAVEMENT 1.5" MIN
DEPTH TO 3" MAX DEPTH TO MINIMIZE
QUARTER CROWNS AS FIELD DIRECTED
BY THE ENGINEER.
REFERENCE POINT
CURB DOWEL
d
d .a
• 4. SEE STAPLE CURB
e DOWEL DETAIL,
d '
d_
d4 THIS SHEET
e q.
CEMENT CONCRETE PAVEMENT
STAPLE CURB NOTES:
1. CURB JOINT SPACING SHALL MATCH ADJACENT CONCRETE
PAVEMENT JOINT SPACING.
2. THE EXTENTS OF STAPLE CURB INSTALLATION SHALL
CORRESPOND TO THE EXTENTS OF CONCRETE PANEL INSTALLATION
UNLESS NOTED OTHERWISE. SEE ALIGNMENT PLANS, SHEETS 81-92.
CEMENT CONCRETE STAPLE CURB DETAIL
N TS
6" CEMENT CONCRETE PAVEMENT
WITH FULL DEPTH EXPANSION
JOINTS AT 15' MAX SPACING
#3 BAR AT 2'-4' O.C.
° d
°
A. O
s 4 d °
e °
TOP OF
PROPOSED STAPLE CURB
-- COLD JOINT
`- CEMENT CONCRETE
PAVEMENT
STAPLE CURB DOWEL DETAIL
NTS
VARIES
COMMERCIAL HMA WEDGE PLACED IN 3"
MAX LIFTS AND HAND COMPACTED
COMPACTED SUBGRADE
,: ,e.:. rh:• .. ..
SAWCUT AS INDICATED ON 4" CSBC SAWCUT AS INDICATED ON
PLANS. NEW PAVEMENT TO BE COMMERCIAL HMA PLANS. NEW PAVEMENT TO BE
FLUSH WITH EXISTING PAVEMENT. COMPACTED SUBGRADE 4" DEPTH OR MATCH EXISTING, FLUSH WITH EXISTING PAVEMENT 2" CSBC
PROVIDE TACK AND COAT AND WHICHEVER IS GREATER. AND INCLUDE FULL DEPTH COMPACTED SUBGRADE
SEAL JOINT WITH AR4000. HMA PARKING AND DRIVEWAY PAVEMENT EXPANSION JOINT
PARKING AND DRIVEWAY PAVEMENT NOTES:
1. GRADE DRIVEWAY PAVEMENT TO ENSURE POSITIVE DRAINAGE CONCRETE PARKING AND DRIVEWAY PAVEMENT
TO EXISTING AND PROPOSED DRAINAGE STRUCTURES. SAWCUT, REMOVE, AND REPLACE
EXISTING PAVEMENT AS NECESSARY
PARKING AND DRIVEWAY PAVEMENT DETAIL TO CONSTRUCT INTEGRAL CURB AND
FURNISH AND INSTALL HANDRAIL.
HMA OVERLAY TO BE NTS SEE PARKING AND DRIVEWAY
FLUSH WITH PAVEMENT. 10 PAVEMENT DETAIL, THIS SHEET.
PROVIDE TACK AND
COAT AND SEAL JOINT PROVIDE SMOOTH TRANSITION 7.51' 2.5"
WITH AR4000, BETWEEN EXISTING SURFACE PLANING BITUMINOUS PAVEMENT FOR PROFILE
AND NEW SURFACE
GRINDING AND HMA FOR OVERLAY CLASS PG
i 70-22.
-- --
1.5 R
y COMPACTED SUBGRADE
" a
� a
Uj PLANE EXISTING BITUMINOUS C° (T) 4-#4 CONT.
z PAVEMENT TO DEPTH OF n W/ 2' MIN. LAP
EXISTING a< OVERLAY PER ROADWAY EXISTING N a a --
ROADWAY z , PAVING DETAIL, THIS SHT. ROADWAY
PAVEMENT U o PAVEMENT GRINDING LIMIT NOTES:
FINISHED
1. CONTRACTOR TO FIELD LOCATE FINAL GRINDING LIMITS GRADE (TYP) `D
TO AVOID PONDING AND TO PROVIDE A SMOOTH LJ # 3 BAR MEDIAN PROFILE
TRANSITION BETWEEN THE EXISTING DRIVING SURFACE 0 ® 2' SPACING REFERENCE POINT, SEE ALIGNMENT PROFILES
AND THE NEW DRIVING SURFACE.
PAVEMENT GRINDING LIMITS DETAIL MODIFIED CEMENT CONCRETE EXTRUDED CURB, TYPE 6
�L
14UMBER
NDUM
N TS
0
SEE ALIGNMENT PLANS
FOR SIDEWALK WIDTH
ASPHALT WEDGE DETAIL
NTS
CONSTRUCT PEDESTRIAN HANDRAIL
ADJACENT TO INTEGRAL CURB WHERE
"H" GREATER THAN 1.5'.
SEE PEDESTRIAN HANDRAIL DETAILS,
SHEET 25
1" RADIUS SEE ALIGNMENT PLANS
�JyP� FOR SIDEWALK
6�� WIDTH
VARIES
M
H=VARIES
EXISTING
ROADWAY L #4 ® 18"
PAVEMENT W/8" TAIL
INTEGRAL CURB DETAIL
N T�
H (1 FT MAX)
- EXISTING ASPHALT
PARKING AREA
CEMENT CONC.
SIDEWALK
INTEGRAL CURB NOTES:
1. H NOT TO EXCEED 2'
2. H=6" MINIMUM
3. SEE INTEGRAL CURB LOCATIONS TABLE, THIS SHEET
INTEGRAL CURB LOCATIONS
STATION
OFFSET (FT)
H (FT)
BEG
14-1 '7.81
14+75.00
63.00
RT
1.15
63.00
RT
0.76
15+25.00
63.00
RT
1.00
15+75.00
63.00
RT
0.75
16+25.00
63.00
RT
0.83
END
16+66.04
63.00
RT
0.50 I
BEG
23+73.87
61,88
RT
0.55
24+00.00
58.00
RT
0.50
24+50.00
62.78
RT
0.55
END
24+98.95
63.00
RT
0.50
BFr
24+40.41
63:00
LT
1.07
24+50.00
63.00
LT
1.35
24+75.00
63,00
LT
1.80
END
24+96.13
63.00
LT
1.49
BEG
25+26.13
63.00
LT
1.42
25+50.00
63.00
LT
1.38
25+75.00
63.14
LT
1.16
END
25+88.12
63.31
LT
1.15
BEG
26+22.50
63.67
LT
1.60
26+50.00
63.88
LT
1,02
27+00.00
64.06
LT
1.71
27+50.00
64,00
LT
1,57
END
28+02.40
63.67
LT
1.90
BEG
31 +65.88
52.00
LT
0.50
32+00.00
52.00
LT
0.50
END
32+40.54
52.00
LT
0.50
BEG
32+37.73
57.27
RT
0.50
32+50.00
54.19
RT
0.50
END
32+73.17
53.83
RT
0.50
BEG
33+03.83
52.00
LT
0.50
33+25.00
52,00
LT
0.50
END
33+48.35
52.00
LT
0.50
BEG
350+66.62
38.48
RT
0,97
END
350+77.40
29.22
RT
0.50 I
BEG
450+92.33
36.80
LT
0.50
41 +95.60
61.27
RT
1.40
END
42+34.98
61.87
RT
1.26
BEG
42+66.98
62,36
RT
0.50
43+00.00
58.00
RT
0.50
43+50.00
58.00
RT
1.02
43+75.00
58.00
RT
1.48
END
43+85.10
58.00
RT
1,25
BEG
44+51.10
58.00
RT
0.50
45+00.00
58.00
RT
0.50
END
45+34.55
72.56
RT
0.50
BEG
44+98.61
63.00
LT
0,50
45+25.00
63.00
LT
0.50
END
45+70.21
63.00
LT
0.50
T=343024
SOD
1 7 11
4,0, GIaCo 11-14-11
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SURVEYED: KPG
DRAWN BY: JLF
DESIGN BY: JLF
CHECK BY: NM
PROJ MGR: JF
FILE:0655DDET01.dwg
Kph
BID
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS
(206 286.1640
(206) com (253)627-0720
p9
,�
CITY OF RENTON
Public Works Department
APPROVED FOR CONSTRUCTION
BY: DATE:
RAINIER AVENUES (SR 167)
S GRAD'Y WAY TO S 2ND ST
DETAILS
DRAWING NO. 24
PROJECT NO. TED403430
FED AID NO.-CM0167(048)
DATE: NOV 2011
SHEET NO. 24 OF 304
-
BY
APP.
DATE