HomeMy WebLinkAboutT-343024MEDIAN REFERENCE POINT OR
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 � 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
85
FINAL OVERLAY
HMA FOR OVERLAY CL }" 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
EXISTING DRIVEWAY OR
PARKING PAVEMENT
1'
6"
CEMENT CONCRETE
STAPLE CURB
FACE OF GUTTER OLD JOINT
PROFILE AND
ELEVATION CONCRETE PANEL
REFERENCE POINT ELEVATION
PLANE BITUMINOUS PAVEMENT 1.5" MIN
DEPTH TO 3" MAX DEPTH TO MINIMIZE
QUARTER CROWNS AS FIELD DIRECTED
BY THE ENGINEER.
i
REFERENCE POINT
CURB DOWEL,
" SEE STAPLE CURB
DOWEL DETAIL,
THIS SHEET
"a' y
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
NTS
6" CEMENT CONCRETE PAVEMENT
WITH FULL DEPTH EXPANSION
JOINTS AT 15' MAX SPACING
SAWCUT AS INDICATED ON SAWCUT AS INDICATED ON
PLANS. NEW PAVEMENT TO BE 4" CSBC 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
HMA OVERLAY TO BE
FLUSH WITH PAVEMENT.
PROVIDE TACK AND
COAT AND SEAL JOINT
WITH AR4000.
EXISTING
ROADWAY
PAVEMENT
V
BETWEEN EXISTING SURFACE
AND NEW SURFACE
PARKING AND DRIVEWAY PAVEMENT NOTES:
CONCRETE PARKING AND DRIVEWAY PAVEMENT
1. GRADE DRIVEWAY PAVEMENT TO ENSURE POSITIVE DRAINAGE
TO EXISTING AND PROPOSED DRAINAGE STRUCTURES.
PARKING AND DRIVEWAY PAVEMENT DETAIL
NTS
PLANING BITUMINOUS PAVEMENT FOR PROFILE
GRINDING AND HMA FOR OVERLAY CLASS J PG
70 -22.
o PLANE EXISTING BITUMINOUS
PAVEMENT TO DEPTH OF
Q OVERLAY PER ROADWAY EXISTING
PAVING DETAIL, THIS SHT. ROADWAY
C PAVEMENT GRINDING LIMIT NOTES:
1. CONTRACTOR TO FIELD LOCATE FINAL GRINDING LIMITS
TO AVOID PONDING AND TO PROVIDE A SMOOTH
TRANSITION BETWEEN THE EXISTING DRIVING SURFACE
AND THE NEW DRIVING SURFACE.
PAVEMENT GRINDING LIMITS DETAIL
NTS
REVISION DESCRIPTION
BY I APP.I DATE
7.5"
i a
1.5" R a d.
(TYP)
a .
d d
I : i 19 a.
SAWCUT, REMOVE, AND REPLACE
EXISTING PAVEMENT AS NECESSARY
TO CONSTRUCT INTEGRAL CURB AND
FURNISH AND INSTALL HANDRAIL.
SEE PARKING AND DRIVEWAY
PAVEMENT DETAIL, THIS SHEET.
COMPACTED SUBGRADE
#3 BAR AT 2' -4' O.C.
n
TOP OF
PROPOSED STAPLE CURB
COLD JOINT
CEMENT CONCRETE
PAVEMENT
STAPLE CURB DOWEL DETAIL
NTS
SEE ALIGNMENT PLANS
FOR SIDEWALK WIDTH
COMMERCIAL HMA WEDGE PLACED IN 3"
MAX LIFTS AND HAND COMPACTED -
COMPACTED SUBGRADE
4 - #4 CONT.
W/ 2' MIN. LAP
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
(TYP) FOR SIDEWALK
6" WIDTH
H= VARIES
H (1 FT MAX)
CEMENT CONIC.
SIDEWALK
EXISTING ASPHALT
PARKING AREA
INTEGRAL CURB LOCATIONS
STATION
OFFSET( Fp
H(FT)
BEG
14 +47.81
63.00
RT
1.15
14 +75.00
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
IT
0.50
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
BEG
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
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 1
45 +70.21
63.00
LT
0.50
FINISHED
GRADE (TYP) I� # 3 BAR MEDIAN PROFILE INTEGRAL CURB NOTES:
REFERENCE POINT, EXISTING 1. H NOT TO EXCEED 2'
® 2' SPACING ROADWAY W- SE I 18" 2. E MINIMUM T=343024
SEE ALIGNMENT PROFILES PAVEMENT /g TAIL 3. SEE NTEGRAL CURB LOCAl10NS TABLE, THIS SHEET
MODIFIED CEMENT CONCRETE EXTRUDED CURB, TYPE 6 INTEGRAL CURB DETAIL
NTS
NTS
11 -+a11 SURVEYED: KPG ��� RAINIER AVENUES SR 167 DRAWING NO. 24
Gwq COg9d DRAWN BY: JLF Al ''� CITY OF RENTON ( >
BID GRADY WAY TO S 2ND ST PROJECTNO. TED403430
_ off' DESIGN BY: JLF 753961 AveoeeN 2502 Jefferson Avenue oID Public Works Department
CHECK BY: NM Seattle,WA98109 Tacoma,WA98402 DOCUMENTS FEDAIDNO. - CM0167(048)
03F0 �Qm (206)266 -1640 253 621 -0720 APPROVED FOR CONSTRUCTION DATE: NOV 2011
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FILE: 0655DDET01.dwg BY�����1� DATE: ✓ /���j /� SHEET NO. 24 OF 304
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