HomeMy WebLinkAboutTED4003425.3SCALE: 1" = 20'
0 10 20 40
oa
20, CURB
_
RADIUS
a
5' SIDEWALK
a°
PUBLIC SIDEWALK28.69
°
EASEMENT TYP
a
e
o
s
a
FL 28.47
GRADE BREA
28.79
E o °
CEMENT CONCRETE
a °
FL 28.54 -
TRAFFIC CURB PER
CITY OF RENTON
q
STD. DTL. F001
a
2' W/DE CONCR
TE GUTTER
TO CONVEY DRAINAGE
MATCH EX. COAC.
GUTTER
N
\FL
28.41
v,
8' SIDEWALK
ISOUTH
I
Q
OF GARAGE &NTRANCE
1
a
20' CURB
RADIUS
°
a
C8 18
TOP 28.1
6" 1E 26.57
CB f 7352
TOP 28. 23
6"GONG IE26,53
(OUT-E)
IN—W)
i
a
28.94
a
°
8.26
/
15, CURB
RADIUS
EX. FIRE HYDRA
7LL
-
I '
(GARDEN AVE. N)
L OA DING
ZONE DE TA IL
1 "=2O'
NW 1/4 SEC 8, TWP 23 N, RGE 5, W.M.
DR/ VEWA Y
5'
0.5' 2.8$ ` ( 2% MAX 0.5,
" EXPANSION JOINT TYP SIDEWALK
STD. PLAN F-3
SECTION E
5' M1N FOR
SEE CONTR
0.62.1 0.5'
SECTION F
CEMENT CONCRETE
DR/ VE WA Y DE TA IL
NOT TO SCALE
a
Q
Q.
Q
a
a
AND GUTTER
(SEE NO TE 3)
5'
T
6" CONCRETE (P. C. C. CLASS 4000, 3-DAY)
(10" WITHIN R-O-W)
2" CRUSHED ROCK BASE (314" MINUS) OR
COMPACTED SUBGRADE COMPACT TO 95X PER
ASTM D1557 MODIFIED PROCTOR, MINIMUM 1'
DEPTH. REFER TO THE GEOTECHN/CAL REPORT
DATED JUNE 15, 2006 PREPARED BY GEOTECH
CONSULTANTS, INC. FOR FURTHER DETAIL.
CEMENT CONCRETE
PA VEMEN T SECTION
NOT TO SCALE
5' 4'
CEMENT CONC.
SIDEWALK
0.5,
2% _
(SECTION A T 5' SIDEWALK)
SEC T/ON A -A
NOT TO SCALE
61' 11' 4'
CEMENT CONCRETE
SIDEWALK
-� 0, 5'
2%- VARIES 2%
TO J. 5% _ 2%
(SECTION AT 8' SIDEWALK)
SEC T/ON B-B
NOT TO SCALE
12'
11'
1.5,
8. 5'
2'
PHASE 2
W
1' 2
2%,
2%
o
4''
e
°
_
/�
a
w.777 �� � ......�w�����
°
CEMENT CONCRETE
/�✓��/i�/ice
�
DR/ VEWA Y
DEPRESSED CURB
SECTION
CEMENT CONCRETE
TRAFFIC CURB AND
GUTTER (SEE NOTE 3)
I Y ENTRANCE
DEPRESSED CURB AND
' GUTTER �EE N07E 3
a
--
ISOMETRIC VIEW
CEMENT CONCRETE
DRI VEWA Y DETAIL
NOT TO SCALE
NOTES:
1. When the driveway width exceeds 15 feet, construct o full
depth expansion joint (see Standard Plan F-3) with 3/8" joint
filler along the driveway centerline.
2. Construct expansion joints parallel with the centerline as
required at 15' maximum spacing when driveway widths exceed
30'. See Std. Pion F-3 for sidewalk details.
3. Curb and gutter shown, see the Contract. Plans for the
curb design specified. See Std. Plan F-1 for curb details.
4. Avoid placing drainage structures, junction boxes or other
obstructions in front of driveway entrances.
5. When driveway approaches are constructed in a commercial zone,
the concrete driveway entrance shall be thickened from 6 inches
to 10 inches. This includes concrete approach Types 1-4,
sidewalks constructed behind the driveway apron, and the curb and
gutter associated with each driveway approach.
9/3/2006 J Addition of Nate 5 Note an detoik I DCv I JF I
(SECTION AT GARAGE DRI VEWA Y)
SECTION C-C
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, & 4
Sheet 1 OF 6
Y 0 ADOPTED �
CITY OF RENTON
STANDARD PLANS
L' ly LST DATE: 04/04
DWG. NAME: F004 SP PAGE: F00z
NOT TO SCALE
i
4'
4' REMOVE EX.
CURB AND GU'
�1. EX. FLOW LINE
MATCH EX. CE!
I_C�ONCRTTF PAL
CEMENT CONCRETE
PA VEMENT
2' CEMENT CONCRETE
e 1W (L V� 1.1jgT
a Uri 1' FACE OF CURB �Q4�6 t �''A
1B^ R 1' FL TCH
RROOADV AY
SLOPE TOP OF
r.
>b 1rr R. ROADV AYof Sf
'a
'ELaxAf 6
i ExPRE5 MAY 16.2003
CEMENT CONCRETE
CEMENT CONCRETE CURBS
TRAFFIC CURB AND GUTTER STANDARD PLAN Ill
SHUT I OF 1 8NEFr
A66PtEo
CITY OF RENTON
+ ArAft + STANDARD PLANS
LAST DATE: 12/17/2002
SP PAGE FO01
CITY OF RENTON
i
Approved by: J' Date:
Approved by: Date:
Approved by: Date:
Approved by: Date:
I
TRIAD
ASSOCIATES
12112 115th Ave. NE
Kirkland, WA 98034-6929
425.821.8448
425.821.3481 fax
800.488.0756 toll free
www.triadassoc.com
I
Z
3
J
�.1
LU
Q
Z
N
o
J
O
Q
J
UJ
4
�
cc
LL
W
It
o
V
N
N V
W
U
A
� o
a
tmu
m
0
,Q
�
V
^zz2
O
N
pJ pJ
Ct k
pJ RI
Ct
O
z
z
N
DAWD ROBERTSM, PLS
PROJECT MANAGER
ROBERT WALLS PLS
PROJECT SURVEYOR
SHERI MURA TA, PE
PROJECT ENGINEER
DENISE LIFTIN, ASLA
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 4118107
SCALE: HORIZ.: 1 "-20' VERT.: N/A
EXPIRES: 11/12/CCI
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB NO. 06-225
SHEET N0.
70F 7
Y
t�
t7
m .ti
Y
'
�n tri
o z
b
�C
N
V1
C0 R-�4ZSOb
Q 2008 TRIAD ASSOCIATES