HomeMy WebLinkAboutR-370619zz
0
W
00
o:
a
F
c �
2
ti
c
o
8" PERVIOUS CONCRETE
6' PER PLANS
PORTION OF: SE 1/4 & NE 1/4 OF THE
SW 1/4, SECTION 04, T. 23 N., R. 05 E., W.M.
6" AGGREGATE DISCHARGE SUBBASE 1 R (TYP)
SEE NOTE 4.
FINISHED GRADE
VARIES (3' MIN.)
2'
#4 VERTICAL ®
ogo�O O �OODaOoOO�DaOo
18"± O.C.
3„
UTILITY LOCATE TAPE
1/4° SLOPED TO DRAIN SLOPED TO DRAIN
FINISH GRADE
METAL CAP
#10 WIRE, (6) WRAPS MIN.,
REQUIRED FOR MAGNETIC
—�
LOCATION FINDER
PC GEOTEXTILE
1/4" MINUS - PER SPECS
(BOTTOM AND SIDES)
45' BEND
CITY OF RENTON
PROTECT AND PREPARE #4 HORIZ
12" t O.C.
CAP AT
WYE
4" BASE COURSE - PER SPECS
Approved by:
Date: 0 Z0 A7
SUBGRADE PER SPECIFICATIONS
PORTLAND CEMENT
TERMINAL
CONCRETE BARRIER
CLEANOUTS
NOTE:
CURB
ONLY
SD 1. DOCUMENT LOCATION OF
COMPACTED SUBGRADE
Approved by:
Date:
CLEANOUT AND INVERT
NOTES:
ELEVATION AT CLEANOUT
Approved by:
Date:
1. DEPTHS SHOWN FOR PAVEMENT SECTION ARE COMPACTED DEPTHS.
ON AS- BUILTS.
NOTES:
Approved by:
Date:
2. OWNERS GEOTECHNICAL ENGINEER TO REVIEW SUBGRADE PREPARATION
PRIOR
FLOW
TO PLACEMENT OF PC GEOTEXTILE.
3. LOCATE CHECK DAMS PARALLEL TO CONTOURS AT EVERY ONE FOOT DROP IN
�i� Cleanout 2
1. DEPTHS NOTED ARE COMPACTED DEPTHS.
r�
Crushed Rods Paving 3
ELEVATION. SEE DETAIL 7/D1.2 FOR CHECK DAM DETAIL.
1 MAN GRANITE BOULDERS. SEE NOTE
2 NOTES:
4. DETAIL SHOULD BE USED FOR EDGE TRANSITIONS BETWEEN PERVIOUS
VEHICULAR CONCRETE PAVEMENT AND EXISTING AND PROPOSED SURFACES,
BOULDERS SHALL BE OF A
INCLUDING BUT NOT LIMITED TO ASPHALT PAVING.
B
SIMILAR COLOR AND TYPE
1. STAKE PROPOSED LOCATION
18"
1
SOWNEER'S EN
Pervious Concrete Vehicular Pavement with Curb Barrier
REVIEW WITH
PAVEMENT
PIPE PER PLAN
`4 LANDSCAPE CONSULTANT.
�F
AL
w
A 3: °z 2. WHEN OUTLET CULVERT IS
\ \\
AGE
PC CHECK DAM
w PARALLEL TO CENTERLINE OF
x/\ //\
II
6„ PC GEOTEXTILE
N SWALE:
D
D =3'
COBBLES BETWEEN 2" AND
W =MATCH BOTTOM WIDTH
SECTION
10" SIZE B
—I III —I ii —i
WHEN OUTLET CULVERT IS
PLAN
PERPENDICULAR TO
1'
CENTERLINE OF SWALE:
-
a D =MATCH BOTTOM WIDTH
II
PIPE
W =3'
NOTES:
00
ro
TOP OF CHECK DAM TO BE LEVEL ACROSS
-' %'
%-
PAVEMENT
LENGTH OF CHECK DAM.
2 " -10" " : -;, -, ✓.:
REBAR /ANCHOR PER
WHEEL STOP PER
COBBLES
-
MANUFACTURER
SPECIFICATIONS
2. LOCATE CHECK DAMS PARALLEL TO CONTOUR
AT EVERY ONE FOOT DROP IN ELEVATION.
COMPACTED SUBGRADE SECTION A -A
GEOTEXTILE SECTION B -B
4
5
6
Check Dam
INet /outlet Protection
Wheel Stops
PER PLANS PER PLANS
5" PERVIOUS CONCRETE
COVER SPOILS MOUND WITH
ANCHOR EDGES OF PLASTIC
CROSS SLOPE
SIDEWALK (PC)
BLACK 6 MIL PLASTIC SHEETING
SHEETING WITH STRAW
1 " -2" COBBLES
PERRPPLAN
6" AGGREGATE DISCHARGE
PLACE EXCAVATION SPOILS ON
BALES SPACED 8' OC
—
SUBBASE
BLACK 6 MIL PLASTIC SHEETING
1 " -2" COBBLES
METAL EDGING
=_ o _
SEE NOTE 5.
WITH SANDBAGS AND ROPE AS
NOTES: 1 =1 1 =1 —III i-
NECESSARY
ADJACENT
1.
WHERE PERVIOUS CONCRETE SIDEWALK IS WITHIN
PC SIDEWALK GEOTEXTILE BOTTOM
MOUND SPOILS TO ENSURE
��
PARKING
THE CRITICAL ROOT ZONE OF TREES TO SAVE,
AND SIDES
POSITIVE RUNOFF
\.
REDUCE AGGREGATE DISCHARGE SUBBASE TO 2 ".
COMPACT SUBGRADE TO
1
90 % -92 %. SCARIFY TOP
ii
1' MIN
Z
2.
DEPTHS SHOWN FOR PAVEMENT SECTION ARE
SURFACE PRIOR TO PLACEMENT
\i
COMPACTED DEPTHS.
OF GEOTEXTILE PER SPECS.
NOTES:
3.
AT DRIVEWAYS THICKENED EDGE OF SIDEWALK ON PERVIOUS CONCRETE (PC)
SIDEWALK SECTION
(�
EACH SIDE OF DRIVEWAY PER TRANSITION ABOVE.
1. THE COVER SHALL BE MAINTAINED TIGHTLY IN
PLACE BY USING SANDBAGS OR TIRES ON ROPES IN A
UJI
SIDEWALK SECTION PER ABOVE
10 -FOOT, MAXIMUM GRID. ALL SEAMS SHALL
BE TAPED OR WEIGHTED DOWN FULL LENGTH.
FILTER FABRIC
FILTER FABRIC
4.
OWNERS GEOTECHNICAL ENGINEER TO REVIEW `3'7 M
SUBGRADE PREPARATION PRIOR TO PLACEMENT 9I
SIDEWALK DEPTH AT DRIVEWAY
2. AT BASE OF STOCKPILE MOUND INSTALL INTERCEPTOR SWALES, WATTLES, PIPING AND/OR OTHER FLOW
/
BUILDING FOOTING.
BUILDING FOOTING.
IIr
OF PC GEOTEXTILE.
TO MATCH DRIVEWAY
DIVERSION AND ENERGY DISSIPATION MEASURES TO SAFELY REDIRECT RUNOFF FROM MOUND TO
SEE STRUCTURAL.
SEE STRUCTURAL.
O
M
PAVEMENT DEPTH
SEDIMENT POND. RUNOFF FROM STOCKPILES
SHALL UNDER NO CIRCUMSTANCES SHEET FLOW OR
V
5.
EXTEND PC SIDEWALK GEOTEXTILE ABOVE �' _— — III
DIRECT FLOW TO ECA, TO EXISTING TREES TO
REMAIN, TO ADJACENT OFF -SITE PROPERTIES AND TO
ADJACENT TO PAVING AREAS
ADJACENT TO LANDSCAPE
AREAS
PAVEMENT. AFTER PAVEMENT IS CURED AND 2
DRIVEWAY DEPTH PER PLAN
NEW AND EXISTING FACILITIES TO REMAIN.
ADJACENT FINISHED GRADE IS STABILIZED, CUT THICKENED
GEOTEXTILE AT FINISHED GRADE. (TYP.) EDGE
SEE NOTE 5.
3. MAINTAIN CONTINUOUS PROTECTION OF STOCKPILES
DURING RAIN EVENTS.
PLEASE CALL silil
SIDEWALK DEPTH TRANSITION AT DRIVEWAYS
R=37061 9
3 Working Days
W
a a� it / P VON
SCy9 7
MS
travel Drain Strip 9
BEFORE YOU DIG
EL
�P Pervious
Concrete Walkway
Excavation Spoils Erosion + Protection Barrier
Quo oFW E,F
yi
i9>
m
DESIGN COMPANY
PERMIT CORRECTIONS
7/11/1
BENCHMARK
AS NOTED
�E
„„�,� „�,
!� CITY OF
RHA KIRKLAND AVENUE
TOWNHOMES
10/23/2013
PERMIT CORRECTIONS
9/30/1
RM
SEE
gEarw Faaeus4
��-
ass
1205 SECOND AVE. SUITE 200
PERMIT CORRECTIONS
10/23/13
RENTON
RENTON, WA 98056
°"”"
FF
'��9g4ALEa SEATTLE, WA 98101
dz
MFG
DATUM
a
.r „u I
F � ME
23 / T 206.223.0326
Planning /Building /Public Works Dept.
CML DFALS
D 1.2
0
QA /QC REVIEW
F 206.223.0125
wwwsvrdesigo.com
NO.
REVISION
BY
DATE
APPR
�'C01m"av
�