HomeMy WebLinkAboutD-353109a 0 - `35'y/0 �
SECTION 32, TWP 24 N, R 5 E, W.M.
T
LO
12' (TYP.)
10' CURB AND
M
PLANTER STRIP GUTTER,
1 2% SLOPE I
4R,SEE
f�
–
– ---
NON – PERVIOUS
4" MIN �• .4m'�'W°�'
Ti
a aura –
�
12
PERVIOUS C-41
i N
6" DRAIN ROCK
3/8" X 13" EXPANSION JOINT
CONCRETE 12'
NON – PERVIOUS CEMENT
FELT TO EXTEND 1" PAST BOTTOM
SIDEWALK
16' CONCRETE SIDEWALK(SEE
OF CURB AND GUTTER
SECTION 4 –INCH COMPACTED DEPTH
DETAIL BELOW AND
5' SPECIFICATIONS)
CRUSHED SURFACING TOP COURSE
GEOTEXTILE FABRIC PER WSDOT 9- 33.2(1),TABLE 3
PLANTER
STRIP
ro
6.
62
F % a
hsl
E
SLOPE CEMENT
3/8 "x 1 -1/2"
CURB
CURB CONCRETE CURB
CONTRACTION JOINT
i i i
AND GUTTER
®,5' O.C.
I ; i NOTES:
PLAN VIEW
1. 1. THRU JOINTS AND CONTRACTION JOINTS SHALL BE AS
PLANTER '—i SHOWN ABOVE. THRU JOINTS SHALL ALSO BE PLACED
NOT TO SCALE
STRIP I ' IN THE SIDEWALK SECTION AT DRIVEWAY. ALL JOINTS
SHALL BE CLEAN AND EDGED WITH AN EDGE HAVING
1/4" RADIUS. JOINTS SHALL BE FLUSH WITH THE
FINISHED SURFACE.
X" R (TYP.}
5 2%
I I i
2. ALL UTILITY POLES, METER BOXES, ETC, IN SIDEWALK
DRIVEWAY-,16'
-0" �1 CURB & GUTTER
CURB AREAS SHALL HAVE 3/8" JOINT MATERIAL (FULL
I— 6, -0„ _I
I
:—GUTTER DEPTH) PLACED AROUND THEM BEFORE PLACING
—�
CONCRETE.
}-
'
15
3. PREMOLDED JOINT FILLER SHALL BE 3/8" x 2"
9V' EXPANSION
5' 2%
i i I ASPHALT SATURATED FELT OR PAPER.
JOINT (TYP.)
4. FORMS SHALL BE EITHER WOOD OR STEEL AND SHALL
SECTION E
MEET ALL REQUIREMENTS OF THE SPECIFICATIONS.
� �
NOT TO SCALE
�
i 5. CONCRETE SHALL BE PERVIOUS AND PLACED PER ACI
SPECIFICATION 522.1 -08.
5 2%
i ' i 6. THE SURFACE FINISH SHALL BE LIGHTLY BRUSHED IN A
TRANSVERSE DIRECTION WITH A SOFT BRUSH. ALL
10' -0"
10' -0"
EDGES TO BE FINISHED WITH A 3" TROWEL.
SECTION F
1/4" "V"
GROOVE ® MAX.
NOT TO SCALE
12' -0"
5' O.C.
SEE PLANS
PERVIOUS CONCRETE SIDEWALK DETAIL s
CEMENT CONCRETE DRIVEWAY ENTRANCE
NOT TO SCALE
NOT TO
SCALE 5
FACE OF
CURB 6 1/2"
1 "R 1/2" 1 /2 "R
1/2" R 1" R EXISTING PANEL
-
I I S)
°° a., a Z X (t8 INCHES)
PLANTS PER
-
i _- LANDSCAPE
1 /2 „R�
PLAN
_.
r- -.....- -- - -. _._. - - - - -- -..21__... - -- - - - - -- - ----- -- -._ ._ ._
SLOPE FOR DRY SWALE AREA
�2 I' —I
- - - �j
CEMENT CONC.
2.85 �I� ((
SLOPE FOR WET SWALE AREA r�'�lJ
°a -.
SIDEWALK - - °a. :° a .
NOTES:
1. SEE LANDSCAPE PLANS FOR PLANTING DETAIL AND SOIL SEE NOTE 1 0
8”
MIXTURE.
MATCH EXISTING
BOTTOM WIDTH =12'
GENERAL NOTES:
CONTRACTOR SHALL PROTECT EXISTING
1. PREMOLDED JOINT FILLER SHALL BE ASPHALT SATURATED FELT OR
ROADWAY SUBGRADE DURING CONSTRUCTION
PAPER.
2. FORM AND SUBGRADE INSPECTION SHALL BE REQUIRED PRIOR TO
NOTES:
POURING CONCRETE.
1. CURB SHALL BE INSTALLED ON 2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE.
3. INSTALL ON A 2" COMPACTED DEPTH LAYER OF CRUSHED
2. PREMOLDED JOINT FILLER SHALL BE ASPHALT SATURATED FELT OR PAPER.
SURFACING TOP COURSE.
4. CONCRETE SHALL BE A COMMERCIAL CLASS CONCRETE.
3. FORM AND SUBGRADE INSPECTION SHALL BE REQUIRED PRIOR TO PLACING CONC. CURB.
of IRea 8�� ,cT�'�w p4AN br'C
WET BIOSWALE CROSS SECTION 3�
CEMENT CONC. CURB AND GUTTER 4
4. CONCRETE SHALL BE A COMMERCIAL CLASS CONCRETE.
CEMENT CONC. TRAFFIC CURB DETAIL
NOT TO SCALE 5
NOT TO SCALE 5
�O ? 37338 q� �O A 38311 9
NOT TO SCALE 5,6
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WAHLSTROM, PLS#44651
LAKE WASHINGTON BLVD NORTH
F2/14/11
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(INFORMED LAND SURVEY)
B.P.B.
°� REN TON
STORM WATER & WATER MAIN
C.J.K.
wawa Nu
CONSULTING ENGINEERS
THE ORIGINAL PLANS WERE STAMPED
DATUM
Public Works Dept.
IMPROVEMENTS
9
°�
*' �+NE�+E
SUITE 200
SEATTLE, DEXTER AVENUE N 98109 OTM(206) 2a4- -0860
BY SC AND BB ON 2/14/2011 & 2/15/2011
No.
REVISION
BY
DATE
APPR
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BIOSWALE AND RESTORATION DETAILS
" P.B.
,:9 °527
a 0 - `35'y/0 �