HomeMy WebLinkAboutSWP2703531.9SECTION 32, TWP 24 N, R 5 E, W.M.
T
Lco 12' (TYP.) 10' CURB AND
PLANTER STRIP GUTTER, SEE
CY 2% SLOPE DETAIL 4.
6" Q.: p C.... p
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4" MIN
R
>(� 12
6" DRAIN ROCK\\.-3/8- X 13" EXPANSION JOINT
FELT TO EXTEND 1" PAST BOTTOM
OF CURB AND GUTTER
SECTION 4—INCH COMPACTED DEPTH
CRUSHED SURFACING TOP COURSE
GEOTEXTILE FABRIC PER WSDOT 9-33.2(1),TABLE 3
3/8"x 1-1 /2"
CONTRACTION JOINT
® 15' 0. C.
15'
10'
i
PLANTER
STRIP
CURB
GUTTER
NOTES:
1. THRU JOINTS AND CONTRACTION JOINTS SHALL BE AS
SHOWN ABOVE. THRU JOINTS SHALL ALSO BE PLACED
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.
2. ALL UTILITY POLES, METER BOXES, ETC, IN SIDEWALK
AREAS SHALL HAVE 3/8" JOINT MATERIAL (FULL
DEPTH) PLACED AROUND THEM BEFORE PLACING
CONCRETE.
3. PREMOLDED JOINT FILLER SHALL BE 3/8" x 2"
ASPHALT SATURATED FELT OR PAPER.
4. FORMS SHALL BE EITHER WOOD OR STEEL AND SHALL
MEET ALL REQUIREMENTS OF THE SPECIFICATIONS.
5. CONCRETE SHALL BE PERVIOUS AND PLACED PER ACI
SPECIFICATION 522.1-08.
6. THE SURFACE FINISH SHALL BE LIGHTLY BRUSHED IN A
TRANSVERSE DIRECTION WITH A SOFT BRUSH. ALL
EDGES TO BE FINISHED WITH A 3" TROWEL.
T 1 /4" "V"
GROOVE @ MAX.
12'-0" 5' O.C.
SEE PLANS
PERVIOUS CONCRETE SIDEWALK DETAIL 1
NOT TO SCALE 5
PLANTER
STRIP
5' —
hLOPE
CURB
NON —PERVIOUS
NON —PERVIOUS CEMENT
CONCRETE SIDEWALK(SEE
DETAIL BELOW AND
SPECIFICATIONS)
w
6' 1
I JLVr L �
CURB
PLAN VIEW
NOT TO SCALE
1�" R (TYP.
DRIVEWAY 16'-0" 6'-0" co
2% . 1 /
�fco
" EXPANSION
JOINT (TYP.)
SECTION E
NOT TO SCALE
SECTION F
NOT TO SCALE
CEMENT
CONCRETE CURB
AND GUTTER
CURB & GUTTER
CEMENT CONCRETE DRIVEWAY ENTRANCE 2
NOT TO SCALE 5
FACE OF 6 1 /2"
CURB
1 "R 5 1 2" 1 /2"R 1 /2" R l_ 6_ I 1" R EXISTING CONC. PANEL
(DEPTH VARIES)
a e Z x (f8 INCHES)
PLANTS PER
LANDSCAPE 1 /2"R
21' PLAN
SLOPE FOR DRY SWALE AREA z 6 o v
2 of CEMENT CONC. a n
2 85 SLOPE FOR WET SWALE AREA 1 SIDEWALK a .
3 - I
.4
a o 0 0 0
NOTES 8"
1. SEE LANDSCAPE PLANS FOR PLANTING DETAIL AND SOIL SEE NOTE 1
MATCH EXISTING
MIXTURE.
BOTTOM WIDTH=12'
GENERAL NOTES: CONTRACTOR SHALL PROTECT EXISITNG
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.
P. & `� ANN C
44 of wAsx G� of wask � 4. CONCRETE SHALL BE A COMMERCIAL CLASS CONCRETE.
�- o�� ��4� ` j��o��� WET BIOSWALE CROSS SECTIO 3 4 CEMENT CONIC. TRAFFIC CURB DETAIL 5
c. x x CEMENT CONC. CURB AND GUTTER
NOT TO SCALE 5 5,6 NOT TO SCALE 5
, �3„ NOT TO SCALE
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AS—BUILT SURVEY BY: EVAN "°'� "'� "MWD I '°°' CITY OF 2/14/11
WAHLSTROM, PLS#44651 " LAKE WASHINGTON BLVD NORTH
B.P.B. - R E N TO N STORM WATER & WATER MAIN
(INFORMED LAND SURVEY) �M C.J.K.
osray 8z �aborne, Ire ow � DATUM IMPROVEMENTS o
SCALE
CONSULTING ENGINEERS THE ORIGINAL PLANS WERE STAMPED S.A.C. F � ,,,E, Public works Dept. 9
701 DEXTER AVENUE NORTH SUITE 200 BIOSWALE AND RESTORATION DETAILS
SEATTLE, WASHINGTON 98109 (206) 284-0860 BY SC AND BB ON 2/14/2011 & 2/15/2011 NO• REVISION BY DATE APPR "� s�uF "�`ORDN'0LY
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