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- CFJ.+FNT CO\�RETE
;'IOE 3LG?E (TYF.)
CEM=VT CONCRE'E IIII i PRE55ED
S GEYiAi< CJR8 & GJTTER
(SEE NOT Z)
�. TYPE- 3 ISOM (R C `•dILW
5 F SHEET 5
7MVEWAY ENTRANCE
SIC•C SLOP: (T-R)
pR-VE'WAY
13Y O-FERS;�
CEIA=-dT •,.ONGP.ETE
CURS & C-JT-ER
(SEE KOTE J;
t
1 /2"X4" EXPANSION MATERIAL
1 /4"R AT JOINTS — \
SCORE LINES TO BE RADIAL
TO CURB AND GUTTER
1 /2"X4" EXPANSION MATERIP
1 /4"R AT JOINTS
"W"—WIDTH OF SIDEWALK
- DFPRFSSEO
C(!RP. h CUTTER
�-- ?7FF NOT 5)
IY'E 4 - I` 0V-,E,IRIC Vl-Vr
OFF SH_FFT F,
CEMENT CONCRETE DRIVEWAY ENTRAYCE
1'YY66 I, `d, 3, & A
Sheet 2 of B
'_`
ADOPTED
\
`� '
�17'S or REEMIaN
*� �•
\'✓_-,/O
STANDARD PLeK°
Is•r Nay : Da/oa
MAiG. NP,MF_
=L'04-1 1W PALL. F004,1
1 /2"X4" EXPANSION
MATERIAL
1 /4"R AT JOINTS —
r"
tAI 1 3:
SCORE LINES
BECLAN PLACE
A PORTION OF THE NW ?4 OF THE
NE %4OF
SEC.
15, TWP. 23N., RGE. SE., W.M.
CITY OF RENTON,
KING
COUNTY,
WASHINGTON
'/V E 1'ANSIJN J RAT (TYP'•
-E 57. -LAN i)
GENEN
C
_,�EwAEk Mw-m
'—ES - li' MIN. (LEE C.J MACT,
1
RUFF=P tiTN� ,\ C_E F] e f 2.a. )' ,• :::MENT _7YiBETE
ti`^P• l [ 1 ,� CL I• A .
BID:TDA ' ST YCTY
E','.E'NAT ENTFAVCE
[10E ELilw :7tt.)
r�.0 axx
-`.,� fCIEHi �v.,cfe_i_ ORT.6'.r EhtRancc I'=. .i
NOT TC wALE
BRr:EN^Y 6' V•
:BY vTHERai ;'1-
'/2' R -'rr1FRFS.: Tr
-JTTE"t
t 2RiCZy
SEE STG. PL -3)
:Xt:1Cw •` I
�aT.R:S s'AGI� - -avlFt - i¢' uIw
P. o - �'G' e-U yiSL :JNFaCY,+ LYA4E'NhY SNTlANC=
=R sTRm
t'1,12wifNT CONC3E7E DRIV-31YA}' ENTRANCE
TYr'Fv I: 2. ,i. A: L
Sheet 5 OF 6
Y ADOPTED
-•1 MY Or RENTON
f1If
EST
VI dNS DPTE
:BY !;Alll IR'Ll DWC. NAME : F0•31-1 :"sf, 'AC-, F.^:i4.$
CEM. CONC. CURB AND GUTTER
GENERAL NOTES:
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
4 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"X4"
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)x
1 /2"X5" EXPANSION MATERIAL
1 /4"/FT. SLOPE CURB RETURN ONLY
1 /2"R 1 /4"/FT. SLOPE
1 /2"R i4 1 /2"R PAVEMENT AS PER PLANS
4" PAVEMENT AS PER PLANS
STANDARD CEM. CONC.
STANDARD CEM. CONC. PARKWAY
CURB AND GUTTER CURB AND GUTTER
SECTION A —A SECTION B — B TYPICAL SIDEWALK
*N�
ADOPTED
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS CITY OF RENTON
STANDARD PLANS
LST DATE: 12/96
DATE REVISION BY APPR'D DWG. NAME: FR-02 SP PAGE: FO07
ISOMETRIC VIEW
RADIUS POINT OF SIDEWALK RAMP
AND CURB RETURN f
RAMP CENTERLINE i— I
CEMENT CONCRETE
PEDESTRIAN CURB
t
6'-0" MIN.
2%
CEMENT CONCRETE
SIDEWALK
SECTION
O
Nom
3/8- EXPANSION
— JOINT (TYP.)
(SEE STD. PLAN F-3)
DETECTABLE WARNING
PATTERN (SEE DETAIL)
SEE CONTRACT FOR CROSSWALK (
CURB RETURN RADIUS (SEE STD. PLAN
H-5c)
SIDEWALK RAMP TYPE 2A
PLAN
VERTICAL DATUM
CITY OF RENTON, NAVD 88
BENCHMARK
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
TOP OF
ROADWAY _
�/f T 2%
D D
CEMENT CONCRETE
- CURB & GUTTER _ CEMENT
(SEE NOTE 3) tO CONCRETE
SIDEWALK
CEMENT CONCRETE
PEDESTRIAN CURB
(SEE STD. PLAN F-1) SECTION
B
VARIES - VARIES -
3'-0" TO "A" 2'-6" TO "C"
- TYPE 2A - TYPE 2B
VARIES - 6'-0" TO "B" VARIES - 6'-0" TO "B"
RAMP RAMP
s" 6" 1
3/8" EXPANSION ZI-ANDING
I T
JOINT (TYP.)
(SEE STD. PLAN F-3)
SECTION D RAMP
MIN.
MAX.
D
1 5/8"
2 3/8"
E
5/8"
1 1/2"
F
7/16"
3/4"
G
7/8"
1 7/16"
FTOP OF
LUSH
ROADWAY
DEPRESSED
CURB & GUTTER
(SEE NOTE 3)
DETECTABLE WARNING
PATTERN (SEE DETAIL)
ELEVATION D i.. e : . (a `" "a" E
TRUNCATED DOMES (SEE NOTE 2) _
DETECTABLE WARNING <Q Q °
PATTERN DETAIL PLAN
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. -3 . 446143
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date Z c>Y
Date
Date
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
NO. I REVISION I BY i APPR. I DATE
,6 r�
SCHWMU, &
32223
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CIVIL ENANEERNIG A PRMCT NANAOEME>!IT
`sIONAL
I
cos souni sni STREET Bus' (253) 272-4451
'
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SUITE #303 For (25J) 272-4495
EXPIRES 09/20/08
TACOMA, WA 98405 bschwekftsp•com
CITY
OF- RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE
STORM
DRAINAGE NOTES AND DETAILS
DESIGNED: BAS
DATE: 04/14/08
FILE NAME: 05057-C13
DRAWN: TAS
SCALE: AS SHOWN
FIELD BOOK: PAGE:
CHECKED: BAS
APPROVED:
SHEET: C-13 OF: 23
DIRECTOR
OF PUBLIC WORKS