HomeMy WebLinkAboutR-3944133
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6" DEPTH PERVIOUS CONCRETE PAVING
SUBGRADE 6" MIN PERMEABLE AGGREGATE BASE COURSE
COMPACTED 12" GRAVEL BORROW PER WSDOT SECTION
TO FIRM AND
UNYIELDING 9-03.14(1), COMPACT TO 95% MAX DENSITY
CONDITION OR EX SUBGRADE MOISTURE CONDITIONED
COMPACTED TO 95% MAX DENSITY PER ASTM
D1557
N
NOTE:
REFER TO SHEET L001 FOR LAYOUT OF TOOL JOINTS
6'
NITS
PERVIOUS CONCRETE SIDEWALK
20'
MARK L ;L
I
I B—�
I
SPEED HUMP MARKING AND SIGNING
3'
CO \_SAWCUT OR FEATHE
GRIND6Y �DEEP TYr.
� -8
SECTION AA
6'
VERTICAL 12"
EEER' 1,, JE EIE CURB "Aft
�.InTEC:
1. SAWCUT OR FEATHER GRIND TO KEY
IN SPEED HUMP. SEE SECTION A -A.
2. SPEED HUMP CHEVRON MARKING
SHALL BE THERMOPLASTIC, HEAT
FUSED PREFORMED, 90 MIL., OR
EQUAL APPROVED BY THE ENGINEER.
1932 First Ave
Suite 201
Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
engineering pllc www.lpdengineering.com
ITS
SPEED HUMP
ASPHALT -
PAVEMENT
2 - #4 CONT.
FACE OF CURB
112" R. i 1 R 1,24
7 /� TOP OF
I D iol 1/2* R.
ROADWAY
� p
0 p •
1 D •
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 1/2"FLUSH WITH GUTTER
— PAN AT SIDEWALK
RAMP ENTRANCE
1:12 � 1:24
TOP OF
112" R. ROADWAY
• DD D
- 6" �l
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
1'R.�
SLOPE VARIES
CAST -IN -PLACE
CONCRETE
7-3/4" �4" MIN CRUSHED SURFACING
TOP COURSE
NIT
S
CONCRETE VERTICAL CURB TYPICAL 2
6" CEMENT CONCRETE
SIDEWALK RAMP
'I
VARIES OR LANDING
FROM �— D
6" TO 0 q
Wl
3/8" PREMOLDED_
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
SEE DEPRESSED CURB DETAIL.THIS SHEET
1:24
TOP OF
L— 1" 1/2" R. ROADWAY
2' p
p q D .D D• •DD• •D 61
D
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
6 112'
6 1/2" V
FACE OF ADJACENT CURB TOR"OF'
° r° ROADWAY
GUTTER SURFACE —7 °
° 8 114"
1"R. D CEMENT CONCRETE
D p
' TRAFFIC CURB
• r'° D D
D
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing.
2. Not used.
3. For Depressed Monolithic Driveway Curb 8 Gutter Section, see Standard Plan 104.2
STD. PLAN — 101
..•,,jjam� PUBLIC WORKS CEMENT CONCRETE CURBS PR ED
DEPARTMENT Z
Gre Zimmerman, Public Works Administrati
2' MINIMUM
Concrete PERVIOUS
6—FOOT WIDE WALK
-L,�STZ WHEELSTOP
(GREY)
10" MIN
ASPHALT PAVEMENT EMBED
#3 REBAR PRE -DRILL
5/8" HOLE & FILL
W/ EPDXY
NITS
PLASTIC WHEEL STOP
EXISTING ASPH�
PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL STREET MINIMUM
7" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM
4" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER,
2. SAWCUT SHALL BE POSITIONED 1' — 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
A®+ PUBLIC WORKS
DEPARTMENT
CURB AND GUTTER
REPLACEMENT DETAIL
STD. PLAN — 103
PROUD:
NITS NITS
R STD PLAN 101 - CEMENT CONCRETE CURBS 6 COR STD PLAN 103 - CURB AND GUTTER REPLACEMENT DETAILS 7
ADDENDUM #3 4 28 17
ADDENDUM #4 5 5 17 SURVEYED: SCALE:
» , 1988
HORIZONTAL: NAD D19 3/1991
PERMIT REVISIONS 5 5 17 DESIGNED: 1 —20 + CITY OF
CONFORMED SET 5 19 17 Lip R DRAWN: ENTON
PERMIT REVISIONS 6 29 17 SWP
FINAL PERMIT SET 7 13 17 ONE INCH DATUM
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
Call 3 Working Days
Before You DIGI
o "-
1-800-424-5555
1 1-1 /2"
5 1/2"
f
SURFACING PER SLOPE VARIES
PLAN 1 " R
as a 3„
a 410
a a °
O; 1'-4„
0 0 0 0 0 0 0 -
44
0 0 0 0 0 0 o a
2 - #4 CONT. j
CAST -IN -PLACE CONCRETE
4" MIN CRUSHED SURFACING 7 :4 41,
BASE COURSE
( 1' 1-3/4"
NTS
FLUSH CONCRETE VERTICAL CURB
VERTICAL CONCRETE CURB
1' TAPER
2"
J
ASPHALT PAVEMENT
FINISH GRADE
NIT
S 8
CURB TAPER
R-394413
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS �
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DEVELOPMENT ENGINEERING
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Ann Fowler 07/13/2017 Q
SURFACE WATER UTILITY
I rstraka 07/14/2017
DATE: 5/5/2017 V
SUNSET COURT APARTMENTS
—FIELD1144-1158 HARRINGTON AVE NE PAGE: OK:
RENTON, WA 98056 PAGE: W
DRAWING N0:
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PAVING DETAILS s"EE`' 13 °F 18