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DRIVEWAY
1
(BY OTHERS)
CEMENT CONCRETE
-
CURB & GUTTER
-
(SEE: NOTE 3).
DRIVEWAY ENTRANCE
.SIDE SLOPE (IYP)
CEMENT CONCRETE
DEPRESSED
SIDEWALK
CURB & GUTTER
-
_ (SEE NOTE. 3)
-
TYPE 3 - ISOMETRIC VIEW
I
5EE SHEET 5=
�
i
DRIVEWAY ENTRANCE
- -
SIDE SLOPE (TYP.)
/
DRIVEWAY
- (BY OTHERS)
-
.CEMENT CONCRETE
DEPRESSED
- CURB & GUTTER
CURB & GUTTER,
(SEE..NOTE 3)
(SEE NOTE 3;
TYPE 4 ISOMETRIC VIEW
SEE $H_UT_6.
CEMENT CONCRETE
DRgVEWAY ENTRANCE
TYPES 1, 2, 3, & 4
Sheet 2 of 6
�0
r \
ADOPTED
crty OF Reia'rox
STANDARD PLANS
Ar .f 0
EST DATE' 04/04
DATE REVISION
_ BY P. DWG, NAME: F004-1 SP PAGE: F004,1
1 /2"X4" EXPANSION MATERIAL
1 /4"R AT JOINTS —�
SCORE LINES TO BE RADIAL
TO CURB AND GUTTER
+ R� W
1 /2"X4" EXPANSION MATERIAL
1 /4"R AT JOINTS
"W"—WIDTH OF SIDEWALK
1/4"/FT. SLOPE
1/2"R-\ ,
1 /2"X4" EXPANSION
MATERIAL
1 /4"R AT JOINTS
SCORE LINES
B
1 /2"X5" EXPANSION MATERIAL
CURB RETURN ONLY
1 /2 "R -\
4"
BECLAN IAKA BECLAN PLACE) -MINOR AMENDMENT
A PORTION Of THE NW 1/4 OP THE NE %4 OF SEC. 15, TWP. 23N., RGEm SE., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
I 31W EXPANSION "NT (TYP.)
(SEE STD. PLAN F-3)
CEMENT
I CONCRETE
I SDEWAll
J.
VARIES - 14' MIN. (SEECO!!p
r
BUFFER $TRIP SEE NOTE I
(T1V.1 E .2' B' I I. B' CEMENT CONCAf TE
-- WR0 B GUTTER
Y mot (SEE NOTE 3)
DRIVEWAY ENTRANCE
WE SLOPE (TYP.)
P AN EW
CdENT cducacr B 4v ENTRANC
Nor To DAIE
To s
ETYPE,
DRIVEWAY 5-0"
8'-O'
DEfRES"O
(DY DINERS) 1/2' R (fTP.)
8 TTER
�_
IIEC E
(sEE NOTE j:
1)
31T DPANSION JOINT (TYP.j
(SEE sTO. PIAN F-3)
SECTION
j E
V.
--vAp1ES - vAPoES - VARIES 14' MIN.
A
to 0
to 0 CONTRACIT
DRIVE'NAY ENTRANCE
510E SLOPE (TYP.)
VARIES �- B" to O
BUFFER STRIF
- SECTION O
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, & 4
Sheet 5 OF 6
Y ADOPTED
G~� CITY OF RENTON
♦( I♦
STANDARD PLANS_
LST DATE. 04/04
DWG. NAME: F004-4 SP PAGE:
TE
R'EVISiON
BY
APPR[
CEM. CONC. CURB AND GUTTER
Ile] 411 X.0 ►Nie�*j
JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL
NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE EXTENDED 2' BELOW THE GUTTER LINE.
B 1/2°' THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL
EXTEND 1 " BELOW CONCRETE.
WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT.
1/2"X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1/2'l
EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS
SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4") WITH AIR ENTRAINMENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 21/2" TOOLED FINISH.
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR).
1 /4"/FT. SLOPE
1 /2"R
PAVEMENT AS PER PLANS
4" ' PAVEMENT AS PER PLANS
STANDARD CEM. CONC. PARKWAY LSTANDARD CEM. CONC.
CURB AND GUTTER CURB AND GUTTER
SECTION A -A SECTION B-B
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS
TYPICAL SIDEWALK
Y ADOPTED
v CITY OF RENTON
STANDARD PLANS
�& N T o LST DATE: 12/96
DWG. NAME: FR-02 SP PAGE: F007
6'-0" MIN.
2%
CEMENT CONCRETE _/
SIDEWALK
SECTION
O
ISOMETRIC VIEW
RADIUS POINT OF SIDEWALK RAMP
AND CURB RETURN
RAMP CENTERLINE
L.
0 3/8` EXPANSION
JOINT (TYPJ
(SEE STD. PLAN F-3)
F
7 CEMENT CONCRETEPEDESTRIAN CUB O /� �• ' — PATTERNS (SEEDEfiA1L)
SEE CONTRACT FOR , �� CROSSWALK (TYP.)
CURB RETURN RADIUS (SEE STD. PLAN H-5o)
SIDEWALK RAMP TYPE 2A
PLAN
VERTICAL DATUM
CITY OF RENTON, NAVD 88
CITY OF RENTON BENCHMARK #2104. 1° IP W/PLUG &
TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION
OF SE 136TH ST. AND 144TH AVENUE SE, ELEV.=399.340
FEET (121.719 METERS)
6" 6'-0" MIN.
LANDING
io 2'-0"
TOP OF TOP OF
ROADWAY FLUSH ROADWAY
I 2%
>. s
CEMENT CONCRETE DEPRESSED
CURB & GUTTER CEMENT CURB &GUTTER
(SEE NOTE 3) CONCRETE (SEE NOTE 3)
SIDEWALK
CEMENT CONCRETE DETECTABLE WARNING
PEDESTRIAN CURB PATTERN (SEE DETAIL)
(SEE STD. PLAN F-1) S ECTI O N B
VARIES
3'-0" TO "A" -
TYPE 2A
VARIES 6'-0" TO "B"
RAMP
�I
116"
VARIES
- 2'-6" TO "C"
TYPE 28
VARIES 6'-0" TO "B"
RAM P
vI
3/8" EXPANSION z
I
T
JOINT (TYP.) LANDING
(SEE STD. PLAN F-3)
SECTION O D--� RAMP
E
MIN.
MAX.
D
1 5/8"
2 3/8"
E
5/8"
1 1 /2"
F
7/16"
3/4"
G
7/8°
7/16"
I
ELEVATION D ! l•. , ' t E
TRUNCATED DOMES (SEE NOTE 2)
DETECTABLE WARNING ` ' 4 °
PATTERN DETAIL PLAN
"CID F
rn I
BARRIER FREE CURB CUT
NO SCALE
TRENCH RESTORATION AND
STREET OVERLAY REQUIREMENTS
APPLICANT SHALL COMPLY WITH THE CITY OF RENTON'S TRENCH
RESTORATION AND STREET OVERLAY REQUIREMENTS.
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
REVISION
R 344630
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
BY I APPR. I DATE
♦ Aso -an s, mill
CXL & PROJECT MNA6111=1fT
1945 S. 375TH STREET CIS• Imo% 2X'4W1
FEDERAL WAY, WA 98003 bsch iw.Ret
CITY OF- RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN (AKA BECLAN PLACE)
STORM DRAINAGE NOTES AND DETAILS
DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183-013
DRAWN: TAS
CHECKED: BAS SCALE: AS SHOWN FIELD BOOK: PAGE:
APPROVED: SHEET: C-13 OF: 25
DIRECTOR OF PUBLIC WORKS