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FILTER FABRIC MATERIAL 60" WIDE
BOLLS. USE STAPLES OR WIRE RINGS TO
ATTACH FABRIC TO WIRE MIRAFI 70OX OR
PRE - APPROVED EQUAL
2" X 2" X 14ga IMRE FABRIC OR EQUIV.
(OPTIONAL -PER SITE CONDITION)
BURY BOTTOM OF FILTER MATERIAL IN 8"
X 12" TRENCH
co
FILTER FABRIC MATERIAL
o •
NOTE: ANGLE SILT FENCE BACK UP THE I
SLOPE AT THE END OF RUN. c
LO
s
BACKFILL NTH NATIVE SOIL MATERIAL
OR GRAVEL BACKFILL IN TRENCH AND
ON BOTH SIDES OF FENCE
FABRIC ON THE SURFACE
SILT FENCE A
PER KING COUNTY FIGURE DA.E. C04
NTS
goo
R =25' MIN.
4' -8' QUARRY SPALLS --***j
GE0- TEXTILE FABRIC
LENGTH PER THE DPD SITE
DEVELOPMENT INSPECTOR
��. ar �.
1
PROVIDE FULL WIDTH
INGRESS/EGRESS AREA
12" MIN. THICKNESS �
STABILIZED ACCESS SHALL BE USED IN ALL AREAS OF THE SITE WITH VEHICLE TRAFFIC AND PARKING,
INCLUDING PLANTING STRIPS. OTHER MEANS OF PROVIDING STABILIZED ACCESS WILL BE CONSIDERED.
STABILIZED CONSTRUCTION ENTRANCE B
PER KING COUNTY FIGURE DA.G. 204
NTS
NOTES:
1. STORM DRAIN INLETS NEED TO BE REMOVED OVERFLOW (TO BYPASS
AT THE END OF THE JOB.
2. STORM DRAIN INLET'S ARE ONLY TO BE PEAK STORM VOLUMES)
INSTALLED IN DRAINAGE DEVICES PER THE
MANUFACTURER'S RECOMMENDATIONS. CATCH
BASIN INSERTS ARE NOT TO BE INSTALLED
IN CURB INLETS.
3. INSERTS SHALL BE INSPECTED AND MAINTAINED
WHEN A 1/2 INCH RAIN ACCUMULATES WITHIN A
24 HOUR PERIOD. CLEAN AND /OR REPLACE INSERT
WHEN HALF OF THE TRAP IS FILLED WITH SEDIMENTS.
CB INLET PROTECTION c
PER KING COUNTY FIGURES DA.L. & D.4.M. 204
CALL 2 DAYS NTS
BEFORE YOU DIG
1- 800 - 424 -5555
(UNDERGROUND UTILITY
LOCATIONS ARE APPROX.)
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL DAVIDO CONSULTINGGROUP, INC.
FIELD VERIFY GRADES. UTILITIES, AND
ALL OTHER EXISTING FEATURES AND Civil • Structural • Land Use
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN AND /OR PLANS CANNOT BE 15029 Bothell Way NE, Suite 600
CONSTRUCTED AS SHOWN.. CONTACT Lake Forest Park, WA 98155
DCG PRIOR TO CONSTRUCTION- '106.521".0014
P.O. Box 1 132
Freeland, WA 98249
360.331.4131
6' HIGH
11.5 GAUGE
CHAIN LINK
TENSION WIRE OR TOP RAIL (TYP)
8' MAX
FABRIC,
3'-4'
`, k
�X
z C
(1.2m) -`
ACP Class B)
SECURE FENCE
OVER
k
1
FABRIC TO
POSTS WITH
Strew RON@ Must
ton
�W
M
3 (MIN) ALUMINUM
�X �_v , ..
�`
Slope Contours
TIES PER POST
STREET MINIMUM
Adjacent rolls shall
ACP Closs B),
tightly abut —,
OVER
6'' CRUSHED
ROCK
✓y
j
10"-25'(3-8m)
R` \.�
2-1/4" X 2 -3/4" X T
6 FT 13 GAUGE METAL 2' BURY MIN
U- CHANNEL FENCE
POST (TYP);
IN RIGHT OF WAY,
USE CONCRETE
PIER BLOCK
NOTE:
WHERE CHAIN LINK FENCE
IS TO BE INSTALLED NEAR TREES,
FENCE SHALL BE AT DRIP LINE OR
AS DIRECTED BY ENGINEER.
TEMPORARY TREE PROTECTION
FENCING (CHAIN LINK)
NTS
A �O
of WAS /
Al
O 33723
GISTER�
S�ONAL
t to scale (25 x 25mrn)
NOZZ:
1. Straw roll installation requires the placement and secure staking of the roll in a trench., 3 " -S" (73- 125mm)
deep, dug on contour. runoff rust not be allowed to run under or around roll.
STRAW WATTLE E
NTS C04
REVISION
SURVEYED:
DESIGNED:
TIM GABELEIN
DRAW:
NATHAN DAVIS
CHECKED:
ERIK DAVIDO
BY DATE APPR :
ERIK DAVIDO
12"
1" MIN. (TYP.)
CEMENT CONCRETE EXTRUDED CURB
10"
2 1 /2" 1 5" _ 1 2 1Z2
101 - 011
SPACING OF ANCHOR BARS
# 3 BARS (TYP.)
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDIMLY
VERTICAL NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
.._.__. -._. P A VE Iv; E N T
SAW(_.'.'UT
(SEE NOTE 2)
I
3'-4'
ARTERIAL STREET MINIMUM.
z C
(1.2m) -`
ACP Class B)
(SEE NOTE 1),
OVER
r
6'' CRUSHED
ROCK
Strew RON@ Must
ton
�W
M
Be Placed Along
Slope Contours
RESIDENTIAL
STREET MINIMUM
Adjacent rolls shall
ACP Closs B),
tightly abut —,
OVER
6'' CRUSHED
ROCK
✓y
j
10"-25'(3-8m)
R` \.�
AA
ds
, -
an Sall Type and
1.
Sediment, organic ma. -.
Slope S ss
.,
and nave seeds are
captumd behind the rolls.
f
:l}
3 " -5• (75 -125mm)
( 200- 250mm)
Live Stake
'r4`
I" X 1 " Stake
A �O
of WAS /
Al
O 33723
GISTER�
S�ONAL
t to scale (25 x 25mrn)
NOZZ:
1. Straw roll installation requires the placement and secure staking of the roll in a trench., 3 " -S" (73- 125mm)
deep, dug on contour. runoff rust not be allowed to run under or around roll.
STRAW WATTLE E
NTS C04
REVISION
SURVEYED:
DESIGNED:
TIM GABELEIN
DRAW:
NATHAN DAVIS
CHECKED:
ERIK DAVIDO
BY DATE APPR :
ERIK DAVIDO
12"
1" MIN. (TYP.)
CEMENT CONCRETE EXTRUDED CURB
10"
2 1 /2" 1 5" _ 1 2 1Z2
101 - 011
SPACING OF ANCHOR BARS
# 3 BARS (TYP.)
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDIMLY
VERTICAL NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
.._.__. -._. P A VE Iv; E N T
SAW(_.'.'UT
(SEE NOTE 2)
I
NTS
? n% MIN
kTION USING
;RETE CURES
Cfb
12 of
2, SAWCU'-1' SHALL BE POSITIONED — 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
CURB & GUTTER REPLACEMENT /-G-'N IN COMPLIANCE WITH CITY OF RENTON
PER CITY OF RENTON STD PLAN 103 CO3 STANDARDS
NTS -
BY: Date: •
BY: Date:
BY: Date:
BY: Date:
or►TE:
CITY OF SHUTTLE EXPRESS - RENTON PARKING LOT 2/1 0/2015
800 SW 16TH ST An °°"
RENTON
RENTON, WA No:
Planning /Building /Public Works Dept. C07
DETAILS 7 OF:9
I N NIN
70 Z
ARTERIAL STREET MINIMUM.
z C
7', HMA (or
ACP Class B)
(SEE NOTE 1),
OVER
r
6'' CRUSHED
ROCK
m
ton
�W
M
D
RESIDENTIAL
STREET MINIMUM
4" HMA (or
ACP Closs B),
(SEE NOTE 1),
OVER
6'' CRUSHED
ROCK
NTS
? n% MIN
kTION USING
;RETE CURES
Cfb
12 of
2, SAWCU'-1' SHALL BE POSITIONED — 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
CURB & GUTTER REPLACEMENT /-G-'N IN COMPLIANCE WITH CITY OF RENTON
PER CITY OF RENTON STD PLAN 103 CO3 STANDARDS
NTS -
BY: Date: •
BY: Date:
BY: Date:
BY: Date:
or►TE:
CITY OF SHUTTLE EXPRESS - RENTON PARKING LOT 2/1 0/2015
800 SW 16TH ST An °°"
RENTON
RENTON, WA No:
Planning /Building /Public Works Dept. C07
DETAILS 7 OF:9
I N NIN
142
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