HomeMy WebLinkAboutR-3944162
3
Q
5
C
ADD EXPANSION JOINT 'r
ADJACENT TO CONCREI
ADJACENT CONDITIONS
VARY:
• TOP OF CURB
FLUSH WITH
ADJACENT
CONCRETE PAVING
• ADJACENT LAWN
1" BELOW TOP
OF CURB
CIP CONCRETE CURB W/ LIGHT
Q[Dnnnn C11\II0LJ EVE) JT @ 10, O.C.
JOINT MATERIAL, TYP.
NO. 8 AGGREGATE
CONCRETE PERMEABLE
PAVERS FLUSH WITH
CURB
OPEN -GRADED BEDDING
COURSE 2" THICK TYP.
NO. 8 AGGREGATE
OPEN -GRADED BASE 6"
THICK NO. 57 STONE
GEOTEXTILE UNDER
BASE FOR DRAINAGE
SOIL SUBGRADE
`Z_) j-`t I,UIN I I IVI\IL. I\LLJ/11\
(2" CLR MIN.)
NOTES:
1. THE FREE -DRAINING BASE SHALL HAVE LESS THAN 5% FINES (MATERIAL
PASSING THE #200 SIEVE) BASED ON THE FRACTION PASSING THE #4 SIEVE.
2. THE POROUS PAVERS SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A
MINIMUM RATE OF 10 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT
SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES.
COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO
CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED
USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER ARE POURED
ONTO THE PAVEMENT SURFACE ALL AT ONCE FROM A 5-GALLON BUCKET. IF
NOTHING A SCANT AMOUNT OF WATER PUDDLES OR RUNS OFF THE SURFACE,
THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF
ABSORPTION. IF THIS TEST IS NOT CONCLUSIVE, THEN A 6-INCH RING SEALED
AT THE BASE TO THE PAVEMENT SURFACE SHALL BE USED TO MEASURE THE
ACTUAL RATE OF ABSORPTION.
PERMEABLE PAVERS AND CURB @ PLAZA
1 1 /2" 1 '-0"
ADJACENT
FINISH
GRADE
METAL EDGE RESTRAINT
W/ 12" LENGTH SPIKES
MAX. 12 O.C. SPACING
1-1/2" THICK FLEXI-PAVE
SURFACING
6" THICK NO. 57 STONE
OPEN -GRADED BASE
PER PLAN COMPACTED TO 95%
I �
NOTE: FILTER FABRIC
MUST HAVE PERMEABILITY
GREATER THAN THE SOIL
BELOW.
FLEXIPAVE SECTION
1 1 /2" = 1 '0"
i lam,
FILTER FABRIC,
CONTINUOUS, OVERLAP ALL
SEAMS 12" MIN.
UNDISTURBED SUBGRADE
OR SUBGRADE COMPACTED
TO 95%
1'-0" MIN.
LANDSCAPE BED
—METAL EDGE RESTRAINT W/ 12"
LENGTH SPIKES
MAX. 12 O.C. SPACING
JOINT MATERIAL
TYP. NO. 8
AGGREGATE
CONCRETE PERMEABLE
PAVERS
OPEN —GRADED BEDDING
COURSE 2" THICK NO. 8
a
AGGREGATE
6" THICK NO. 57 STONE
goo.....
���oQb
OPEN -GRADED BASE
�oDoo
G EOTEXTI LE UNDER
Fr
BASE FOR DRAINAGE
UNCOMPACTED NATIVE
SOIL SUBGRADE
NOTE:
1. SEE DETAIL L002 FOR PERCOLATION PERFORMANCE REQUIRMENTS.
PATHWAY PERMEABLE PAVERS W/ EDGE RESTRAINT
1 1 /2" — 1 '-0"
CONCRETE PAVING
PER CIVIL
FLEXI-PAV
SURFACING
FLEXIPAVE AT CONCRETE
P—RH-41
IN COMPIANCE WITH CITY OF RENTON STANDARDS
LAWN
0
i
cn
w
0
= CIP CONCRETE CURB
W/ LIGHT BROOM FINISH,
m EXP. JT @ 10 O.C.
1'-0"
PLANTING BED OR
MULCHED AREA
A
III III III I � � � d a I I I III III IIII I I—
II� IIIIII—III • IIIIII1I (2) #4 CONT.
II IIIIIIIIIIIIIIIIII a III —III IIIIIIIIIIIIIIi REBAR (MIN 2"
—IIIIIIIIII a IIIIIIIIII CLEARANCE)
� IIIIII—III IIIIIIIIII 11-
— I IIIIIIII ! a � a I I11 .IIIIIIIII—III_ Co M PACTSD
III —III
SUBGRADE
VhI I1 1=
CIP CONCRETE MOW STRIP
1 1 /2" — 1 '-0"
P—RH-45
z
SKATE DETERRENT
�
18"
w
1 /2" RADIUS SMOOTH
LANDSCAPE AREA
iJ ~
BW:348.92
EDGE, TOP EDGES, TYP
N
348.2
TW:
CIP CONCRETE WALL,
LIGHT SANDBLAST FINISH
FILTER FABRIC FOR
a
ALL SIDES
DRAINAGE
F
7 #4 BAR 1" @ 12" OC
" F
II as
I I °
a
%/ ° #4 BAR 1" @ 12" OC EF
/ #4 BAR @ 12" OC EF
110 B
O
lipa a.°
No weeps; slope rock downhill-
from East to West
I
Pervious concrete per L001
DRAIN ROCK III
I
' IAnj% of exposed face to be
4I 4 Q
and continuous
�• •j
(3) CONT #4 LONG BARS
-
al 12" 6
a COMPACTED
oI - a a I °I a - GRAVEL FOOTER
Bottom of footing at . _ . J a , RFI 128.3 Concrete
West/tall end of wall T8' a — — - — — — COMPACTED Seat Wall Angle
below grade a SUBGRADE
Cadman (S)4C43486 mix used per RFI 134
Concrete Seat Wall Mix Design
vl �I —
8" 14 8" ASI 38 Concrete Seat Wall
NOTE:
RFI 128.1 Additional Concrete
i. 1-1-1 —,",1 S d1SiH+SSeat Wall Clarifications
2. EQUALLY SPACE SKATE DETERRENTS 30"O.C.
RFI 128 Concrete Seat Wall
CIP CONC RETAINING SEATWALL
1 " = 1 '0" P—RH-10
NAKANO
LANDSCAPE ARCHITECTS
853 Hiawatha Place S.
Seattle, WA 98144
Tel:206.292.9392
www.nakanoassociates.com
nted 2.13.18
architect FP_r i
D Schemata Workshop, Inc.
1720 12th Avenue
Seattle, WA 98122
CONTACT: Grace Kim, AIA
v (206) 285.1589
e grace@schemataworkshop.com
C
A
owner
Sunset Court LLLP
2900 NE 10th St
Renton, WA 98056
CONTACT: Mark Gropper
v (425) 226.1850
Sunset Court
Apartments
1124-1158 Harrington Ave NE
Renton, WA 98056
PRINT DATE 5/19/2017
PROJECT ISSUE DATES
NOVEMBER 25, 2015
SCHEMATIC DESIGN
JANUARY 20, 2016
SITE PLAN REVIEW
SEPTEMBER 14, 2016
DESIGN DEVELOPMENT
DECEMBER 2, 2016
BUILDING PERMIT
DECEMBER 22, 2016
BUILDING PERMIT
ACCESSORY STRUCTURES
MARCH 1, 2017
PERMIT REVISIONSQ
MARCH 28, 2017
BID SET
APRIL 13, 2017
ADDENDUM #1
APRIL 20, 2017
ADDENDUM #2lk
APRIL 28, 2017
ADDENDUM #3
MAY 5, 2017
ADDENDUM #4 a
MAY 5, 2017
PERMIT REVISIONS 0
MAY 19, 2017
CONFORMED SET
JULY 13, 2017
FINAL PERMIT SET
NOTE: FULL SCALE SHEET SIZE IS 22" x 34"
1508
Author. 10, PG
Checker: JY
HARDSCAPE DETAILS
R-394416
L002
2
3
4
5
Copyright NAKANO ASSOCIATES