HomeMy WebLinkAboutzR-3809SetT
>
G)
T z
Z
77
X
z
77
-- l
0
c
..
O
z
m
m
LLJ
Z
C)
LJ
'3
0
0�
CL
z
Z
•
CO)
V.-
O
CN
O
C%j
LLI
O
0
-i
0
Qf
C
m
Q-
(0)
CL
X
LLJ
4)
U)
0
z
0
C
Q.
C
0
c
Q)
W
(D
CL
X
LLI
c
4)
a_
LA.
O
mi
77
X
77
-- l
0
..
O
O
mi
LJ
<Z
F-
LJ
_)
U
C'
C_
T
y
O
x
O
l
C
z
l
Z
z
z Z
_z CC
m
Z
T
z
m
D
D
LJ
<Z
F-
LJ
_)
U
C'
C_
T
y
O
x
O
l
�
�
Z
z
z Z
_z CC
T
Z
T
z
m
D
2
CL
N
ch
LO
r
O
N
O
N
W
H
Q
H
J
a
3
v
O
J
C
Y
m
a
4)
CL
x
w
W
s
U)
0
z_
Q
0
0
0
O
J
C
Y
m
a
c
O
c
4)
rY
L
CL
x
W
N
L
cn
c
O
U
W
W
J
l
rTl
x
O
✓'
OtJ
x
z
T
O
x
LLJ
z
U
LLJ
Of
LL
2
CL
N
M
0
N
O_
N
W
Q
0
0
J
Of
Y
m
a
Q)
CL
X
W
t
U)
0
Z
0
0
J
rn
Y
m
a
c
O
C
a�
n�
Q
X
W
W
C
U
W
I
W
J
� N
U) 20 ,o o zo ao
a' SCALE IN FEET
0
J
0
Z
Y
a
z
O
z
w
w
X
w
w
z
rL R
EX ROAD SURFACE
EX CONC C &G
- 6' CW �- NEW LANDSCAPE
NEW LANDSCAPE
TYPICAL ROAD CROSS SECTION - SOUTHWEST 16TH STREET
NTS CO3
LEGEND:
O PAVEMENT DESIGNED FOR LIGHT LOADS L1
C09
D PAVEMENT DESIGNED FOR HEAVY LOADS LZ
C09
EXISTING CONTOUR (NP)
22 PROPOSED CONTOUR (NP)
EXISTING STORM DRAIN PIPE
-- - EXISTING SANITARY SEWER PIPE
- - - - -- TOP OF BERM
- — — — — - BOTTOM OF BERM
PARKING STALL COUNT
TOTAL NEW
PARKING STALLS
NEW COMPACT
STALLS
% COMPACT
STALLS
25
7
28%
18
CB = CATCH BASIN
CONC = CONCRETE
DEMO = DEMOLITION
EX = EXISTING
FF = FINISH FLOOR
FG = FINISH GRADE
IE = INVERT ELEVATION
LF = LINEAL FEET
SD = STORM DRAIN
SDCO = STORM DRAIN CLEANOUT
SSSCO = SANITARY SIDE SEWER CLEANOUT
SSS = SANITARY SIDE SEWER
TESC = TEMPORARY EROSION & SEDIMENTATION CONTROL
TOC = TOP OF CURB
TOEB = TOE OF BERM
TOP = TOP OF PAVEMENT
TOPB = TOP OF BERM
TYP = TYPICAL
v d1i N ?
KEY NOTES
KEY
DESCRIPTION
DETAIL/SHEET
1
REMOVE EX CB
SEE SHEET C05
2
6" CEMENT CONC EXTRUDED CURB
F /C07
3
6' CONC SIDEWALK
I /C08
m
TRANSITION SIDEWALK TO EXISTING DRIVEWAY OR
0
4
GRADE AT 1:12 MAX SLOPE
-
10' WIDE, 2' TALL LANDSCAPE BERM (SEE
Z
5
LANDSCAPE PLANS FOR DETAILS)
-
SAWCUT AND MATCH EG. APPLY TACK COAT AT
6
EDGE AND SURFACE SEALANT AT JOINT
-
SAWCUT EX ASPHALT 1' BACK FROM EX EDGE AND
D
7
APPLY TACK COAT AT EDGE AND SURFACE
-
SEALANT AT JOINT
8
NEW CONC DRIVEWAY APRON, EXIT ONLY
H /C08
9
REPLACE EX CONC CURB & GUTTER
G /C07
J /C08
SEE LANDSCAPE PLANS FOR TREE, BERM, AND
10
OTHER LANDSCAPE DETAILS
-
11
EX ASPHALT DRIVEWAY & PARKING TO REMAIN
-
12
NEW ADA STALL STRIPING ON EX PAVEMENT
-
13
3,114 SF RIGHT -OF -WAY DEDICATION
-
14
PERPENDICULAR CURB RAMP
K/C09
COMPACT PARKING STALL. STALLS TO BE MARKED
15
AS COMPACT.
-
LANDSCAPING PER LANDSCAPE ARCHITECTS
16
PLANS
-
17
REMOVE EX LIGHT POLE
-
SECURED BICYCLE PARKING TO BE PROVIDED IN
18
EXISTING SHOP
-
..
19 _ -20
o R1750 --
- -
z 2.... 23 _._..,. --- - - - - -- — - -- -- - - -- — �..
23 — --------- - - - - -- -- — 6.00
A.qr
° ° s ° ° �d
14. '
^j
. M ..
\ _ \ w
..................
\. 8.23 ............ ......
\
\. \: 6
......... ......................... .
.. .
y
._._ ._ ._._..._.. w___ _.__..__ . -
:. .\ ..x... .... .. .,.,... _._:;::.y:. ..arirra. aria_ ........., "\
.. .......... \ _..._ . w ..._.. _......_.. _.. \.. , .
�-
_.
...............
.. ......moo \...... ...,......... .
. \\\
\...:...• 3
13
.............
13
:....................... ............................... 8 14
a-
0
6
_ \
39.70
......\....\...\.................\.. ............................\\........................ ............................... ........ \....... ........ ............................... ....
L_.A
CALL 2 DAYS
..................... .
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 1501-9 Bothell Way NE, Suite 600
CONSTRUCTED AS SHOWN. CONTACT Lake Forest Park, WA 98155
DCG PRIOR TO CONSTRUCTION. '106.523.0024
P.O. Box 1 132
Freeland, WA 98249
360.331.4131
SW 76TH STREET 'e
A&. . A :... .
\\�
"RE
wASy�ti SURVEYED: SCALE:
co AS NOTED
TIM GABELEIN
DRAWN:
NATHAN DAVIS ONE INCH
0 33723 10 CHECKED: AT FULL SCALE
FG/STER�c (jam ERIK DAVIDO IF NOT ONE INCH
NA- - NO. REVISION BY DATE A P P R : SCALE ACCOROINCLY
ERIK DAVIDO
VERMAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
A&:
DATU M
�- CITY OE
RENTON
Planning /Building /Public Works Dept.
I
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
R�
BY. - Date: • Z
BY. Date:
BY.. Date:
BY: Date:
SHUTTLE EXPRESS - RENTON PARKING LOT °"2/10/2015
800 SW 16TH ST naDem
RENTON, WA PAGE
DRI11 M ND
CO3
SITE PLAN SHED: 3 OF: 9
1�t- I I 1
�' cn
T � •
2 ,
a
J
i
Z
er
u
D
0
D
Z
Z
C
Im
m
n
Z
T_
x X
�.
'
L
-
Z
s
m
C
0
Y
Z
m
D
�' cn
T � •
2 ,
a
J
i
Z
er
u
D
0
D
Z
Z
C
Im
m
n
T_
x X
�.
'
L
z
m
..
0
T_
L
m
r
LIJ
z
U
LLJ
Of
a-
a
N
ch
0
N
_o
N
w
0
a.
0
J
Y
m
Q_
CL
X
w
L
0
z
Q
ro
V
0
0
J
Cn
S
Y
m
a
C
O
a
X
LIJ
n�
5
t
W
C
a)
U
a
4i
W
J
�-
t-
(n
i
CL
TEMPORARY
SEDIMENTATION
20 10 0 20 40
SCALE IN FEET
EROSION AND
CONTROL:
10.
11.
12.
13.
ANY AREA NEEDING ESC MEASURES, NOT
REQUIRING IMMEDIATE ATTENTION, SHALL BE
ADDRESSED WITHIN SEVEN (7) DAYS.
THE ESC FACILITIES ON INACTIVE SITES SHALL
BE INSPECTED AND MAINTAINED A MINIMUM
OF ONCE A MONTH OR WITHIN 24 HOURS
FOLLOWING A STORM EVENT.
AT NO TIME SHALL MORE THAN ONE (1) FOOT
OF SEDIMENT BE ALLOWED TO ACCUMULATE
WITHIN A CATCH BASIN. ALL CATCH BASINS
AND CONVEYANCE LINES SHALL BE CLEANED
PRIOR TO PAVING. THE CLEANING OPERATION
SHALL NOT FLUSH SEDIMENT -LADEN WATER
INTO THE DOWNSTREAM SYSTEM.
DURING THE TIME PERIOD OF OCTOBER 1ST
INSTALL APPROX. 150± LF PERIMETER PROTECTION
A /C07
1.
BEFORE ANY CONSTRUCTION OR
E /C07
THROUGH MARCH 30TH, ALL PROJECT
INSTALL APPROX. 222± LF PERIMETER PROTECTION
A /C07
DEVELOPMENT ACTIVITY OCCURS, A
z
DISTRIBUTED SOIL AREAS GREATER, THAT
�o
INSTALL TEMPORARY STORM DRAIN INLET
PRE - CONSTRUCTION MEETING MUST BE HELD
3
ARE TO BE LEFT UN- WORKED FOR MORE
C /C07
WITH THE CITY OF RENTON, PUBLIC WORKS
THAN 12 HOURS, SHALL BE COVERED BY
PROTECTION ON ALL CATCH BASINS & INLETS IN EX
C /C07
DESIGN ENGINEER.
PARKING AREA
MULCH, SODDING OR PLASTIC COVERING.
O
2.
THE BOUNDARIES OF THE CLEARING LIMITS
14.
ANY PERMANENT RETENTION /DETENTION
J
AND AREAS OF VEGETATION PRESERVATION
FACILITY USED AS A TEMPORARY SETTLING
0
-
AS PRESCRIBED ON THE PLAN(S) SHALL BE
INSTALL APPROX. 87± LF OF TEMPORARY TREE
BASIN SHALL BE MODIFIED WITH THE
7
PROTECTION FENCING (CHAIN LINK)
CLEARLY FLAGGED BY SURVEY TAPE OR
NECESSARY EROSION CONTROL MEASURES
Z
8
FENCING IN THE FIELD PRIOR TO
B/C07
AND SHALL PROVIDE ADEQUATE STORAGE
Y
-
CONSTRUCTION IN ACCORDANCE WITH
INSTALL APPROX. 161± LF PERIMETER PROTECTION
CAPACITY. IF THE PERMANENT FACILITY IS TO
APPENDIX D OF THE SURFACE WATER DESIGN
11
FUNCTION ULTIMATELY AS AN INFILTRATION
A /C07
MANUAL AND OBSERVED DURING
E /C07
SYSTEM, THE TEMPORARY FACILITY MUST BE
Q
CONSTRUCTION. DURING THE CONSTRUCTION
PROTECTION FENCING (CHAIN LINK)
ROUGH GRADED SO THAT THE BOTTOM AND
0.
CLEARING LIMITS
PERIOD, NO DISTURBANCE BEYOND THE
SIDES ARE AT LEAST THREE FEET ABOVE THE
z
14
CLEARING LIMITS SHALL BE PERMITTED. THE
-
FINAL GRADE OF THE PERMANENT FACILITY.
O
CLEARING LIMITS SHALL BE MAINTAINED BY
THE APPLICANT /ESC SUPERVISOR FOR THE
15.
PRIOR TO THE BEGINNING OF THE WET
16
INSTALL APPROXIMATELY 213 LF STRAW WATTLES
E /C07
17
SEASON (OCT. 1), ALL DISTURBED AREAS
I'
DURATION OF CONSTRUCTION.
SHALL BE REVIEWED TO IDENTIFY WHICH
Z
3.
STABILIZED CONSTRUCTION ENTRANCES
ONES CAN BE SEEDED IN PREPARATION FOR
w
SHALL BE INSTALLED AT THE BEGINNING OF
THE WINTER RAINS. DISTURBED AREAS SHALL
CONSTRUCTION AND MAINTAINED FOR THE
BE SEEDED WITHIN ONE WEEK OF THE
DURATION OF THE PROJECT. ADDITIONAL
BEGINNING OF THE WET SEASON. A SKETCH
MEASURES, SUCH AS CONSTRUCTED WHEEL
MAP OF THOSE AREAS TO BE SEEDED AND
U)
WASH SYSTEMS OR WASH PADS, MAY BE
THOSE AREAS TO REMAIN UNCOVERED SHALL
(n
REQUIRED TO ENSURE THAT ALL PAVED
BE SUBMITTED TO THE CITY OF RENTON FOR
Uj
AREAS ARE KEPT CLEAN AND TRACK OUT TO
REVIEW.
ROAD RIGHT OF WAY DOES NOT OCCUR FOR
THE DURATION OF THE PROJECT.
X
4.
ALL REQUIRED SEDIMENTATION /EROSION
w
CONTROL FACILITIES MUST BE CONSTRUCTED
AND IN OPERATION PRIOR TO LAND CLEARING
W
AND /OR CONSTRUCTION TO PREVENT
U
TRANSPORTATION OF SEDIMENT TO SURFACE
�-
WATER, DRAINAGE SYSTEMS AND ADJACENT
�-
PROPERTIES. ALL EROSION AND SEDIMENT
FACILITIES SHALL BE MAINTAINED IN A
Z
SATISFACTORY CONDITION UNTIL SUCH TIME
�'
U)
THAT CLEARING AND /OR CONSTRUCTION IS
<
COMPLETE AND POTENTIAL FOR ON -SITE
EROSION HAS PASSED. THE IMPLEMENTATION,
MAINTENANCE, REPLACEMENT AND
ADDITIONS TO EROSION /SEDIMENTATION
CONTROL SYSTEMS SHALL BE THE
RESPONSIBILITY OF THE PERMITTEE.
5.
THE EROSION AND SEDIMENTATION CONTROL
SYSTEMS DEPICTED ON THIS DRAWING ARE
o °`
INTENDED TO BE MINIMUM REQUIREMENTS TO
w
MEET ANTICIPATED SITE CONDITIONS. AS
CONSTRUCTION PROGRESSES AND
° '"�'
UNEXPECTED OR SEASONAL CONDITIONS
I �..:,.
DICTATE, THE PERMITTEE SHALL ANTICIPATE
...
THAT MORE EROSION AND SEDIMENTATION
CONTROL FACILITIES WILL BE NECESSARY TO
ENSURE COMPLETE SILTATION CONTROL ON
zz
THE PROPOSED SITE. DURING THE COURSE
OF CONSTRUCTION, IT SHALL BE THE
OBLIGATION AND RESPONSIBILITY OF THE
X
PERMITTEE TO ADDRESS ANY NEW
CONDITIONS THAT MAY BE CREATED BY THE
X,
ACTIVITIES AND TO PROVIDE ADDITIONAL
FACILITIES, OVER AND ABOVE MINIMUM
REQUIREMENTS, AS MAY BE NEEDED, TO
r- "''\
PROTECT ADJACENT PROPERTIES AND
WATER QUALITY OF THE RECEIVING
DRAINAGE SYSTEM.
-X',- ��bHT X-1
6.
APPROVAL OF THIS PLAN IS FOR
o
EROSION /SEDIMENTATION CONTROL ONLY. IT
`
DOES NOT CONSTITUTE AN APPROVAL OF
19
\\ ,
STORM DRAINAGE DESIGN, SIZE NOR
LOCATION OF PIPES, RESTRICTORS,
CHANNELS OR RETENTION FACILITIES.
7.
ANY AREAS OF EXPOSED SOILS, INCLUDING
ROADWAY EMBANKMENTS, THAT WILL NOT BE
a. ° LLL
DISTURBED FOR TWO DAYS DURING THE WET
:....:
' a
SEASON (OCTOBER 1 ST THROUGH MARCH
30TH) OR SEVEN DAYS DURING THE DRY
=-=... _ .............................: :.......... :::....................
SEASON (APRIL 1ST THROUGH SEPTEMBER
30TH) SHALL BE IMMEDIATELY STABILIZED
WITH THE APPROVED ESC COVER METHODSs,r
(E.G., SEEDING, MULCHING, PLASTIC
COVERING, ETC.). ...... ................ ............... ...........
8. WET SEASON SEASONAL EROSION AND =. . -
SEDIMENT CONTROL REQUIREMENTS APPLY
TO ALL CONSTRUCTION SITES CLEARING
BETWEEN OCTOBER 1 AND MARCH 30
INCLUSIVE, UNLESS OTHERWISE APPROVED
BY THE CITY THROUGH AN ADJUSTMENT
PROCESS.
9. COVER MEASURES WILL BE APPLIED IN
CONFORMANCE WITH APPENDIX D OF THE
SURFACE WATER DESIGN MANUAL.
_,:
BEFORE YOU DIG Av
1- 800 -424 -5555
C.>
(UNDERGROUND UTILITY
LOCATIONS ARE APPROX.)
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE DAVIDO FOR ACCURACY. CONTRACTOR SHALL 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 1501-9 Bothell Way NE. Suite 600
CONSTRUCTED AS SHOWN, CONTACT Lake Forest Park, WA 98155
DCG PRIOR TO CONSTRUCTION. '106.5-233.0024
P.O. Box 1132
Freeland, WA 98249
360.331.4131
CONSTRUCTION ACTIVITY SCHEDULE-
1 . PRE - CONSTRUCTION MEETING.
2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE
REQUIRED NOTICE OF CONSTRUCTION SIGN).
3. FLAG OR FENCE CLEARING LIMITS.
4. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
7. CONSTRUCT SEDIMENT PONDS AND TRAPS.
8. GRADE AND STABILIZE CONSTRUCTION ROADS.
9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY
WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT.
10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN
MANUAL AND MANUFACTURER'S RECOMMENDATIONS.
11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE
THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT
CONTROL STANDARDS.
12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO
DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR
EQUIVALENT.
13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF
APPROPRIATE.
:....:
R... .
S. DA ._
of W , �O
O 33723
GI S T ERA
NAL NO.
REVISION
KEY NOTES
KEY
DESCRIPTION
DETAIL /SHEET
1
INSTALL APPROX. 150± LF PERIMETER PROTECTION
A /C07
z C
z
E /C07
2
INSTALL APPROX. 222± LF PERIMETER PROTECTION
A /C07
A
z
E /C07
�o
INSTALL TEMPORARY STORM DRAIN INLET
SURFACE WATER DESIGN MANUAL.
3
PROTECTION
C /C07
INSTALL TEMPORARY STORM DRAIN INLET
4
PROTECTION ON ALL CATCH BASINS & INLETS IN EX
C /C07
PARKING AREA
D
INSTALL APPROX. 107± LF OF TEMPORARY TREE
5
PROTECTION FENCING (CHAIN LINK)
D /C07
USE EX CONC DRIVEWAY AS CONSTRUCTION
6
ENTRANCE
-
INSTALL APPROX. 87± LF OF TEMPORARY TREE
7
PROTECTION FENCING (CHAIN LINK)
D /C07
INSTALL TEMPORARY STABILIZED CONSTRUCTION
8
ENTRANCE
B/C07
9
REMOVE EXISTING TREE
-
10
INSTALL APPROX. 161± LF PERIMETER PROTECTION
A/C07
E /C07
11
INSTALL APPROX. 68± LF PERIMETER PROTECTION
A /C07
E /C07
INSTALL APPROX. 54± LF OF TEMPORARY TREE
12
PROTECTION FENCING (CHAIN LINK)
D /C07
13
CLEARING LIMITS
-
CONTRACTOR TO SWEEP STREET DAILY OR MORE
14
OFTEN IF NECESSARY TO REMOVE TRACKED
-
SEDIMENT FROM THE SITE
15
INSTALL APPROXIMATELY 154 LF STRAW WATTLES
E /C07
16
INSTALL APPROXIMATELY 213 LF STRAW WATTLES
E /C07
17
INSTALL APPROXIMATELY 40 LF STRAW WATTLES
E /C07
..... ....
........._.._._....... ._.................._....._.... _....._.............._ ......_....,.__...... .. ._.. .... -.. __ _. ..........,.._.... __._.._
14
SW 16TH STREET
SURVEYED:
DESIGNED:
TIM GABELEIN
DRAWN:
NATHAN DAVIS
CHECKED:
ERIK DAVIDO
BY DATE APPR AEON ERIK DAVIDO
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL NAD 1983/1991
DATU M
�
- CITY OE
RENTON
Planning /Building /Public Works Dept.
CONTRACTOR
1. STAKE OFF AND MARK INFILTRATION AREAS TO PREVENT COMPACTION BY
EQUIPMENT AND TRAFFIC.
2. SEDIMENT AND RUNOFF MUST BE KEPT AWAY FROM INFILTRATION AREAS.
3. ONLY LOW PRESSURE TIRE OR TRACK VEHICLES SHALL BE OPERATED OVER
THE INFILTRATION SYSTEMS DURING CONSTRUCTION. COMPACTION
EQUIPMENT SHALL BE LIMITED TO A MAXIMUM GROSS VEHICLE WEIGHT OF
SIX (6) TONS. TRIAXIAL DUMP TRUCKS AND DIRT PANS SHALL NOT BE
OPERATED IN THE INFILTRATION SYSTEM FOOTPRINT AT ANY TIME. WHERE
NECESSARY, THE HEAVY EQUIPMENT SHOULD UNLOAD IN AN AREA
ADJACENT TO THE INFILTRATION SYSTEM AND THE MATERIAL SHOULD BE
MOVED OVER THE SYSTEM WITH TRACKED EQUIPMENT.
WINTER GRADING NOTE:
1. FROM OCTOBER 1 THROUGH APRIL 30, NO SOILS SHALL REMAIN EXPOSED
FOR MORE THAN 2 DAYS. FROM MAY 1 THROUGH SEPTEMBER 30, NO SOILS
SHALL REMAIN EXPOSED FOR MORE THAN 7 DAYS. ADJACENT PROPERTIES
SHALL BE PROTECTED FROM SEDIMENT OR STORMWATER RUNOFF BY
VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS, FILTERS, BERMS, OR
OTHER SUITABLE METHOD TO INSURE THEIR PROPERTY IS NOT DAMAGED.
R- 380904
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY Date: • Zv /=
BY: Date:
BY: Date:
BY: Date:
DATE:
SHUTTLE EXPRESS - RENTON PARKING LOT 2/10/2015
800 SW 16TH ST nano°°"
PAGE
RENTON, WA 0PAIIIIIIINIG No:
TESC PLAN
C04
am: g OF:
�\,.IIN I N\,' N\'�'
s
m
z �
z
Z
D
0
D
Z
G1
Z
C
9
m
m
t
x
T
8
": -- x
z C
z
Z f 1
*INSTALL PERIMETER PROTECTION SUCH AS SILT FENCING, COMPOST SOCKS OR
A
z
STRAW WATTLES IN ACCORDANCE WITH APPENDIX D OF THE 2009 KING COUNTY
�o
SURFACE WATER DESIGN MANUAL.
z
m
m
INFILTRATION PROTECTION AREA GENERAL NOTES FOR
D
CONTRACTOR
1. STAKE OFF AND MARK INFILTRATION AREAS TO PREVENT COMPACTION BY
EQUIPMENT AND TRAFFIC.
2. SEDIMENT AND RUNOFF MUST BE KEPT AWAY FROM INFILTRATION AREAS.
3. ONLY LOW PRESSURE TIRE OR TRACK VEHICLES SHALL BE OPERATED OVER
THE INFILTRATION SYSTEMS DURING CONSTRUCTION. COMPACTION
EQUIPMENT SHALL BE LIMITED TO A MAXIMUM GROSS VEHICLE WEIGHT OF
SIX (6) TONS. TRIAXIAL DUMP TRUCKS AND DIRT PANS SHALL NOT BE
OPERATED IN THE INFILTRATION SYSTEM FOOTPRINT AT ANY TIME. WHERE
NECESSARY, THE HEAVY EQUIPMENT SHOULD UNLOAD IN AN AREA
ADJACENT TO THE INFILTRATION SYSTEM AND THE MATERIAL SHOULD BE
MOVED OVER THE SYSTEM WITH TRACKED EQUIPMENT.
WINTER GRADING NOTE:
1. FROM OCTOBER 1 THROUGH APRIL 30, NO SOILS SHALL REMAIN EXPOSED
FOR MORE THAN 2 DAYS. FROM MAY 1 THROUGH SEPTEMBER 30, NO SOILS
SHALL REMAIN EXPOSED FOR MORE THAN 7 DAYS. ADJACENT PROPERTIES
SHALL BE PROTECTED FROM SEDIMENT OR STORMWATER RUNOFF BY
VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS, FILTERS, BERMS, OR
OTHER SUITABLE METHOD TO INSURE THEIR PROPERTY IS NOT DAMAGED.
R- 380904
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY Date: • Zv /=
BY: Date:
BY: Date:
BY: Date:
DATE:
SHUTTLE EXPRESS - RENTON PARKING LOT 2/10/2015
800 SW 16TH ST nano°°"
PAGE
RENTON, WA 0PAIIIIIIINIG No:
TESC PLAN
C04
am: g OF:
�\,.IIN I N\,' N\'�'
s
m
z �
z
Z
D
0
D
Z
G1
Z
C
9
m
m
T
8
": -- x
O
v
2
z 1
D
z
�o
T
8
O
D
- C
U9
9
>
Z
oc
z
r.
46
..
O
a
m
z
G
z
c
3
m
m
CN
O
LC)
C)
C14
LLI
0
-i
CL
c
0
c
W
(A
W
CL
x
w
:3
I_-
0
99
LL.
oc
r.
46
..
O
c
0
c
W
(A
W
CL
x
w
:3
I_-
0
99
LL.
�/1
V
Cn
1
CL
CL
CL
L1 %
L�
LJ
z
I^_
C_
Q
z
O
z
w
I
w
CL
X
w
w
J
Cn
a_
N
ch
LO
V_
O
N
O
_
N
w
0
0
CL
CM
10
0
J
C
Y
a
N
N
a
X
LU
z
0
c�
0
0
J
C
Y
M
a
C
_0
C
CL
N
N
a�
X
w
a�
L
(n
C
Q)
U
a
0
1
iU-)
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
l
�s
�Z
y�
= P
�z
z
0
M
n
z
z
C
3
M
M
70 Z
z C
z
T
v
r
O
-z
m
ton
�W
M
D
142
l
�s
�Z
y�
= P
�z
z
0
M
n
z
z
C
3
M
M
D
r
—
- _C
v
i r' .�
v ^J
O
ton
�W
z
D
lz
L1J
Z
LLJ
U
X
D_
2
CL
04
L0
0
_N
O
(V
W
H
Q
0
0
J
a
W
J
F_
F_
F_
F_
r 1
rVn,
V
1
CL
CL
CL
III-
0
J
Z
FACE OF CURB
J
1 _
r
2 T
_
51,2` t
Qt
71 -- -� JO
?' R. 1 R. ' ;24
r
I ' TOP OF
Z
1.2* R. ROADWAY
Z
Z'
D
Z,
W
.. 1 6
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
V
U
U)
w
FACE OF ADJACENT CJR8
-- FLUSH wITH GUT-TER
PAN AT SIDEWALK
RAMP E NTRANC E
X
1.12 1:24
W
? OP OP
W
1 '2" R. ROADINAY
D
!.
1 • 6"
C)
DEPRESSED CURB SECTION
AT SIDEWALK RAMOS
61 CEMENT CONCRETI
.. R SIDEINALK RA
M
iAN
VARIES RDIN:
FRONT
3,,"B" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURS
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
SEE DEPRESISED CURB DETAIL T-JIS SHEET
114
TOP OF
, 1;2;. R. ROADO'AY.
R
4. *\
-t
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY,
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
1 >2" R,
FACE. OF ADiAl;ENT CURB
GUTTER SURFACE
t
FACE OF CURB
6 1/2"
1.,
DEPRESSED CURB DETAIL
AT RESIDENTIAL. OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES
1. See standard plans 102 and 1,01: 1 for cart. ie xpiansior� ar d antract or joint, spacing,
2. Not used.
3. For Depressed Monolithic IDrIveway Curie & Gutter Section, see Standard Piart 104.2
:Zg P BLIP WORKS
DEPARTMENT
CALL 2 DAYS
BEFORE YOU DIG
1- 800 - 424 -5555
(UNDERGROUND UTILITY
LOCATIONS ARE APPROX.)
CEMENT CONCRETE CURBS
CEMENT CONCRETE CURBS �
PER CITY OF RENTON STD PLAN 101 CO3
NTS
TOP OF
ROAD AY
STD . PLAT — 101
: :. l�14 E =._
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 1501-9 Bothell Way NE. Suite 600
CONSTRUCTED AS SHOWN, CONTACT Lake Forest Park. WA 98155
DCG PRIOR TO CONSTRUCTION. '106.523.0024
P.O. Box 1 132
Freeland, WA 98249
360.331.4131
NO.
—_ SEE C° !:TtiA I
;�c yo► =�� : P
CURB NOT INCLUOLD IN BID ►, EM -
�
�z
EE i AISEC ED'C E t y .;tv: PRt „'OLDELD
T�iS SHEET
SLOPES
2 17 {Iv.. k. P. MTH �; :5'<D EDGE
J
OR .�
38' :IN PREMCLDED ' FINISHED GRADE 1 •;N; BE.iv�1'
JOINT FILLER TOP OF CONCRETES }RACE
- C SIDEWALK
ADJACENT TO CURB 'u {N ?SEE CONTRAC'}
RO:i DINts
CURB NOT INCLUDED IN S:L 1 TI =T.a ,-
5RIOGE OR PEDESTRIAN PREMO' LDED ' !`• ' a • WALL OR BARRIE
RAILING JOINT Fts_LER
ADJACENT TO CURB
BARRIER - SEE SIDEtiVALK (STEEP FI -L SLOPES:
CONTRACT PLANS i ;SEE CONTRACT; WALL Ok BARRIER
i t (ICI: R (TYP.: �. .
LAS , r 1 5 CURB NOT INCLUDED IN BID ITEM - SIDEWALK
41to - *w�vVERTICAL. WALL - 3r8' ;IN) PRE tOLDEO •«- - f -� : •
SEE DETAIL OINT FILLER (TYP.i ' • : , • • •. f��
ADJACENT TO CURB AND RAILING OR WALL 313' cty, t =REtAo jLDED
JOINT FILLER
SIDEWALK BUFFER S -RIP
(SEE CONTRACT I SEE NOTE t;
1r2- TIN: R. ' SIDEWALK ADJACENT TO WALL DETAIL
�1 TYP., CURB NCT INCi_:. °7E [N BID ITEM -
1 5 5 MIN 6
aS •4 LEVEL
FINtSHED GRADE V €N; BELOW TOP OF CONCRETE •
SURFACE FOR PLA14MNG - FLUSH IF PAVED z . •i •
ADJACENT TO BUFFER STRIP ,' .l ` ` `IN • �'•' ` • '
SROOMED FINISH • l _.._' , �'
a 4` WIDE SMOOTH
• !” �. '` �y �', TROWELED PER METER RAISED EDGE DETAIL
EX?END SIDEWALK TRANSVERSE
JO INTS TO INCLUDE RA►SE-I EDGE
y$�s
0 "� r
q � f CEMENT CONCRETE CURB
(CURB AND GUTTER SHOWN:
NOT INCLUDED IN BID ITEM
�> N i
For NOTES see STD PLAN 104.2.
M ra Paved surfaces must comply with
STD PLAN 102.1 as applicable
Z 18 TO 14
CONTRACTION 1OIHT
\ _
IN WALK O SIDEWALK S 'siLY
•�. �� ` ' Vii: � � ' • � B `�d. • � • `�y. •
EXPANSION JOINT IN BOTH •'� r0 ,' ► • •A.'�• �O
CURB AW SIDEWALK i SEE STD PLAN 101 i • •� q R • . r � 9
G, PUBLIC WORKS
DEPARTMENT
REVISION
"NT AND FINISH PREMOLDED
F
JOI
DETAIL NT ILLER
E EXPANSION JOINT C CONTRACTION JOINT
CEMENT CONCRETE STD• PLAN — 102
SIDEWALK PPRO 'ED- I
Gregg Zimmerman, Public Works Administrator
CONCRETE SIDEWALK DETAIL too""F�
PER CITY OF RENTON STD PLAN 102 003
NTS
SURVEfED:
DesaGNED:
TIM GABELEIN
DRWN:
NATHAN DAVIS
CW -CKm:
ERIK DAVIDO
BY DATE AP P R APPROVED:
ERIK DAVIDO
SCALE:
AS NOTED
ONE INCH
AT FULL SALE
IF NOT ONE INCH
SALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
NOTES
1. When ai driveway width excess 15 feWtz, oonstruct a full depth
expansion joint wfth 3/8" joint filler along the driveway lane lines
(see std. plan 102). Construct expansion JoInts parallel with the
centallne as required at 15' mulmum spackV when dtivewey
W dths exceed 30'.
2. See std. plan 102 for sidewalk, details,
3. Curb and gutter shown, other curb designs ray be specified.
See std, plan 101 for Curti doWls.
4. Not used,
�y
MONOUTW.
c:uRe a c�uT>r�
(M DETAIL IM SHEET)
TYPE C2B - ISOMETRIC VIEW
(COMMERCIAL, W TH BUFFER)
8, The engineer Will design all drtveways to Include elevatlons at all
points marked with symbol "X *. All Ielevafions we at the back of
curb top on uphill side.
8. Not used.
7, For Ddve"y Widths ses► DRIVEWAY STANDARDS
(See NOTE 10). The expansion joints (see std. plan 102) shall be
spaced as shown In the corresponding lsorr3etric view.
8, Slopes SINN comply with sections R303.2.1 or R303.2.2 or
R303.2.3 of the Revised Dmft Guidelines for Acemible Public
Rights- of-Way of November 23, 200 (PROWAG)r
9, Curb returns ibr any Type C -MAX Drtveway may be approved an
a case•by -cake basis.
M STREET STANDARDS = Renton Municipal Code (RMC)
Tdle IV Development Regulations
CHAP'T'ER 6 STREET AMID LITILITY STANDARDS
Section 4-6-060 MEET STANDARDS
DRIVEWAY STANDARDS = Renton Municipal Code (RMQ
11tie IV Development Regulations
CHAPTER 4
CITY -WIDE PROPERTY DEVELOPI IMT STANDARDS
Section 4••4-M PARKING, LOADING AND DRIVEWAY
REGULATIONS
CEMENT CONCF*-TE
Cm a au im
(SEE NOTE 3)
FACE OF CLNM
SEE SEE oEPREssED CLM DETAIL
COW RAC TION JOWT _ e trr — am THw SHEET
sTO P tae s trr
iR• R. TOPOF
•" ` ♦ 1 ROADMY
NOM ORIVENMAy LONGRUOWAL 9WAI1* 10N
JOWM SWLL W FULL OEP I H
DEPRESSED MONOLITHIC CURS a GUTTER DETAIL
FADE OF ADJACENT CUM
1
R = SURFACE
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COWAERCLAL DRIVEWAYS, AND ALLEYS
Ddveway Example: TYPE C'I B
R�ResldenlW, c=Co�r►aa� - � � 1
1!I*ITtbsr of L n",
(MAXI Lens Cort'rrrr AQ
CEMENT CONCRETE DMVEWAY
ENTRANCES NOTES AND DETAILS
CEMENT CONCRETE DRIVEWAY H
PER CITY OF RENTON STD PLAN 104.2 CO3
NTS
�- CITY OE
RENTON
Planning /Building /Public Works Dept.
R- 380901
s'1'fl. RM - 104.8
IN COMPLIANCE WITH CITY OF RENTON
S ANDARDS
BY: ✓ "" Date:
BY: Date:
BY: Date:
BY: Date:
SHUTTLE EXPRESS - RENTON PARKING LOT a2/1 2/10/2015
800 SW 16TH ST naliso -
RENTON, WA
DP.VMM 00.
DETAILS
C08
am 8 m 9
D
r
ri
•
Z T
Z _
z
D
0
D
Z
G1
Z
C
3
M
a
J
1 _
O
2 T
_
Z
T
x -
1
71 -- -� JO
r
Z % r.. 7
Z
7
Z'
D
D
r
ri
•
Z T
Z _
z
D
0
D
Z
G1
Z
C
3
M
a
J
1 _
O
x x
- -
.,
4
71 -- -� JO
r
Z % r.. 7
Z
J
O
r
_
LLJ
Z
LAJ
U
7)
a
M
M
Ln
0
N
0
r-
N
w
Q
0
0
J
a-
3
v
0
J
rn
Y
M
Q_
N
N
N
Q
X
w
a�
t
c�
_z
Q
a:
0
0
0
J
rn
Y
Q_
C
0
C
n�
o:
a
X
w
a>'
t
5i
0
U
Qr
W
W
J
L�
�/
1
�U)
U)
I
0.
0.
J
Z
Y
Q
Z
O
z
w
o�
w
a
X
w
w
z
CURB RAMP WIDTH 4'- 0" MIN_ LANDING TO MATCH
o CURB RAMP WIDTH - SEE CONTRACT PLANS
a
I
GRADE BREAK LANDING ..
m
GRADE BREAK SEE CONTRACT PLANS CURB RAMP
I r'- 4- - 0" MIN. CEMENT CONCRETE SIDEWALK -
SEE CONTRACT PLANS - I Z-CURS
PROMI DE SM OQTH SEE M07E 5 4 - D" MIN. � CEWNT CONCRETE TRANSITION TO SIDEWALK - SEE NOTE 5 VSID WALKP � SEE CONTRACT PLANS - � d' - a" MIN _ wuuc
FLARE3A" EXPANSION JONT (TYP.) M SEE
srANAARO PLAN F X10
GRADE BREAK
N13" EXPANS ION JOINT (TYR.) SEE RAMP
STANDARD PLAN F�Q.10
yr
I
#
MOTES
C IJRB RAMP WIDTH 4' - a "MIN N.
1.
provide a separate Curb Ramp for each awked or unmarked crosswa Ik.
LANDING TO MATCH CURB RAMP
A'/
Curb Ramp location shall be placed within the width of the associaked
WIDTH SEE CONTRACT PLANS
0 -10
cnosswsllk or as shown in the Contract Plans.
0 -5
SLOPE VARIES
� -- GRADE BREAK
2.
1IUflere "G RADE B REAI'C' is ca I led out the enti re length of the g rude
METHOD
� .....�.::.,.,, ,.;..;.....,,
LOW PERMEABILITY
NO. 30 MAX.
break belvween the two s4 ace nt swftce planes shall be flush.
BACKFILL TO
D 4491
3.
Do not place Gratings, J u action Boxes, Access Comers, o r other a pp ur *-
-
D 4632
a,� _
160 LB MIN.
n a noes in front of the Curb Ramp or on any part of the Curb Ramp or
\
I
MIN. ' SEE CONTRACT PLANS -
Landing.
2. onl
MAx-
i " ' -
4.
See the Contract plans for the curb design specified. See Standard Plan
2:50%
CONSTRUCTION GEOTEXTILE
BUFFER WIDTH -- MATCH TO
FOR SEPARATION, NON -WOVEN
F -10.12 fa r Cu rb, Cu rb and G utter, Depressed C urb and Gutter, and
SECURE TO CONC CURB; WHERE NO
FROM HEAVY EQUIPMENT WHEREVER
�CURB RAMP DEPTH (TYR)
POSSIBLE (SEE NOTE 3 BELOW)
pedestrian Curb details.
I
•ti
140 LB MIN.
270 LB MIN.
180 LB MIN.
PUNCTURE RESISTANCE
5.
See Stsndar+d Plan F -3x.10 for Cement Concrete Sidewalk details.
GRADE ? �^ ---_ ,, rr
BREAK `'a: TRANSITION TO SIDEWALK BUFFER, IF % � See Gontract Plans f6r width and placement of sidewalk.
PRESENT. OR TO BACK OF CURB (TYP.)
3 6. The Bid Item "Cement Concrete Curb Ramp Type does not include
. » »» SEE TRACT LAN •'
CON PLANS
t'o 09G . ».. »:. IIAAX• _ __ ___ - -- Gutter, Depressed b ,
�1. ���•�.NNY �• ID• C V G
1
Pedeatr'ia n Curb, or Sidewa I k.
CURB, OR CURB --- - -�
_ -� -- � CEMENT CONCRETE
AND GUTTER , CURB. OR CURB {r 'ti ��
SEE NpTE 4 _ -- -- - AND GUTTER � -� PEDESTRIAN CURB �• 7. The Curb Ramp maximum running sbpe shah not t�aquire the ramp length
- DETECTABLE WARNING SURFACE -� SEE NOTE 4 SEE NOTE d to exceed 15- f+ee�t to avoid chasing the slope irxlefinilely *ten connecting
SEE STANDARD PLAN F46.10 �. DETECTABLE WAR N I NG SU RFACE - to �p grades. When applying the 154aot maximum Iength, the run ring
FACE OF CURB / - f L SEE STANDARD PLAN F -4b.io slope at the Curti Ramp MA as tat as %asib e.
FACE O F C UR8 .;
8. Curb Ramp, Landi and Flares shall rewive broom finish. See
�11SURED PARALLEL � � 1�` DEPRESSED CURB AND GUTTER 4 � �'� DEPRESSED CUR6/lND GUTTER p �
TO CURB (TYP.) J CROSS1tW11LK SEE NOTE 4 CROSSWALK Standard Spec lflCatlOflS 8-14.
LEGEND
SLOPE IN EITHER DIRECTION
PLAN VIEW PLAN VIEW
TYPE PERPENDK±ULAR A TYPE PERPENDICULAR. B
DETECTABLE WARNING SURFACE -
SEE STANDARD FLAN F -4s.io
4 - Cr PAIN. 15'- 0" MAX.
SEE CONTRACT PLANS SEE NOTE 7 �
SLOPE TREATMENT -• t,
SEE STANDARD PLAN F41ILI0 r- GRADE BREAK 1
2.0% MAX. rrr
$.39� MAX �
L AMNO CURB RAMP �• i r
SECTION A
CALL 2 DAYS
BEFORE YOU DIG
1- 800 - 424 -5555
(UNDERGROUND UTILITY
LOCATIONS ARE APPROX.)
(SHOWN WITH BUFFER) CEMENT CONCRETE
PEDESTRIAN CURB - -- _
SEE NOTE 4
- GRADE BREAK ,
r' COUNTER SLOPE -•
&0% MAX- 3" R. TYP.
TOP OF ROADWAY '
DETECTABLE WARNING SURFACE -
•; SEE STANDARD PLAN F-0.10
►,� DEPRESSED CURB AND GUTTER -
SEE NOTE 4
.�
__MM ENT CONCRETE CURB
' `C AND GUTTER - SEE NOTE 4
DEPRESSED CURB AND GUTTER -
SEE STANDARD PLAN F40.12
CEMENT CONCRETE CURB RAMP 'TYPE
MIT -
ISOMETRIC VIEW
TYPE PERPENDICULAR A PAY LIMIT
cuRS w►aus DETAIL O
PERPENDICULAR CURB RAMP �
PER WSDOT STD PLAN F- 40.15 -02 �O3
NTS
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 1 5029 Bothell Way NE, Suite 600
CONSTRUCTED AS SHOWN, CONTACT Lake Forest Park, WA 98155
DCG PRIOR TO CONSTRUCTION.
_106.523.00-14
P.O. Box 1132
Freeland. WA 98249
360.331.4131
of wD
A Sy, O
Aim
O 33723
X111 F% G /STER���j�
S�ONAL
ISOMETRIC VIEW
TYPE PERPENDICULAR B PAY LIMIT
NO.
REVISION
4" PERMEABLE
HMA TOP COURSE
(SEE NOTE 5 BELOW)
2" CHOKER COURSE
(SEE NOTE 1 BELOW)
6" DEEP CONC F
TRAFFIC CURB
PER DETAIL C07
6" PERMEABLE BALLAST
% PASSING
1'/2"
(SEE NOTE 2 BELOW)
1"
95 -100
A'/
25 -60
4
0 -10
8
0 -5
SLOPE VARIES
75 MIN.
NONWOVEN
GEOTEXTILE PROPERTY
METHOD
� .....�.::.,.,, ,.;..;.....,,
LOW PERMEABILITY
NO. 30 MAX.
NO. 40 MAX.
BACKFILL TO
D 4491
0.02 SEC -1 MIN.
0.10 SEC -1 MIN.
NATIVE SOIL
D 4632
\ \ \
160 LB MIN.
\
\
MACHINE AND X- MACHINE DIRECTION
GRAB FAILURE STRAIN, IN MACHINE
D 4632
< 50%
2:50%
CONSTRUCTION GEOTEXTILE
SUBGRADE TO BE PROTECTED FROM
FOR SEPARATION, NON -WOVEN
COMPACTION DURING CONSTRUCTION
SECURE TO CONC CURB; WHERE NO
FROM HEAVY EQUIPMENT WHEREVER
CURB, FOLD OVER WASHED DRAIN ROCK
POSSIBLE (SEE NOTE 3 BELOW)
(SEE NOTE 4 BELOW)
PERMEABLE PAVEMENT
CROSS - SECTION FOR
LIGHT LOADS
NTS CO3 k,.& 1305
PERMEABLE PAVEMENT NOTES.
1. CHOKER COURSE FOR PERVIOUS HMA
CHOKER COURSE FOR PERVIOUS HMA SHALL BE 3/8- TO 3/4 -INCH
UNIFORMLY GRADED STONE WITH A WASH LOSS OF NO MORE THAN
0.5% ( AASHTO SIZE NUMBER 57) AND SHALL MEET THE FOLLOWING
REQUIREMENTS FOR GRADING AND QUALITY:
SIEVE SIZE
% PASSING
1'/2"
100
1"
95 -100
' /z"
25 -60
4
0 -10
8
0 -5
AGGREGATE STORAGE LAYER - 6" DEPTH MIN. (GRADATION FROM
WSDOT SPECS)
2. PERMEABLE BALLAST
PERMEABLE BALLAST SHALL MEET THE REQUIREMENTS OF SECTION
9- 03.9(1) FOR BALLAST EXCEPT FOR THE FOLLOWING SPECIAL
REQUIREMENTS. THE GRADING AND QUALITY REQUIREMENTS ARE:
SIEVE SIZE
% PASSING
2'/2"
100
2"
65 -100
3/4"
40 -80
NO. 4
5 MAX.
NO. 100
0 -5
% FRACTURE
75 MIN.
ALL PERCENTAGES ARE BY WEIGHT.
3.SUBGRADE FOR PAVEMENT
THE CONTRACTOR SHALL NOT STOCKPILE MATERIALS WITHIN THE
PERVIOUS PAVEMENT AREAS EXCEPT THAT IF THE CONTRACTOR
CHOOSES TO STOCKPILE MATERIALS WITHIN THE PERVIOUS PAVEMENT
AREA THE AREA SHALL NOT BE GRADED BELOW THE FINISH GRADE
LEAVING A MINIMUM OF 15" OF NATIVE MATERIAL IN PLACE UNTIL
IMMEDIATELY PRIOR TO CONSTRUCTION OF THE PERVIOUS PAVEMENT
SYSTEM. TEMPORARY CONSTRUCTION ENTRANCE MATERIALS, IF
LOCATED IN THE PERVIOUS PAVEMENT AREA, SHALL BE FULLY
REMOVED PRIOR TO SUBGRADE PREPARATION. CONSTRUCTION
EQUIPMENT SHALL BE PROHIBITED FROM PERVIOUS PAVEMENT AREAS
UNLESS THE SUBGRADE IS PROTECTED AS SPECIFIED FOR
STOCKPILING IN THE PERVIOUS AREA OR THE GEOTEXTILE AND FULL
DEPTH OF BASE ROCK ARE IN PLACE PER THE PLANS. IF THE ENGINEER
DETERMINES THAT THE PERVIOUS PAVEMENT BASE ROCK HAS BEEN
CONTAMINATED OR DAMAGED BY CONSTRUCTION EQUIPMENT THE
CONTRACTOR SHALL REMOVE AND REPLACE A DEPTH OF BASE ROCK
AS DIRECTED BY THE ENGINEER AND NO ADDITIONAL PAYMENT WILL BE
MADE FOR THE REMOVED AND REPLACED BASE ROCK.
THE ENGINEER WILL INSPECT THE SUBGRADE AND UNLESS
OTHERWISE DIRECTED BY THE ENGINEER THE CONTRACTOR SHALL
REMOVE ANY ACCUMULATION OF FINE MATERIAL, SCARIFY THE THE
SOIL TO A MINIMUM DEPTH OF 6 INCHES, AND COMPACT THE
SUBGRADE TO THE APPROPRIATE COMPACTION.
SURVEYED:
DESIGNED:
TIM GABELEIN
DRAWN:
NATHAN DAVIS
CHECKED:
ERIK DAVIDO
BY DATE APPR APPROVM.
ERIK DAVIDO
R- 380908
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL• MD 1983/1991
DATUM
6" PERMEABLE
HMA TOP COURSE
(SEE NOTE 5 BELOW)
2" CHOKER COURSE
(SEE NOTE 1 BELOW)
12" PERMEABLE BALLAST
(SEE NOTE 2 BELOW)
x �X,
X
\\
6" DEEP CONC F
TRAFFIC CURB
PER DETAIL �O7
R
SLOPE VARIES
LOW PERMEABILITY
\":: "1:; • BACKFILL TO
_ NATIVE SOIL
CONSTRUCTION GEOTEXTILE
SUBGRADE TO BE PROTECTED FROM FOR SEPARATION, NON -WOVEN
COMPACTION DURING CONSTRUCTION) SECURE TO CONC CURB: WHERE NO
FROM HEAVY EQUIPMENT WHEREVER CURB. FOLD OVER WASHED DRAIN ROCK
POSSIBLE (SEE NOTE 3 BELOW) (SEE NOTE 4 BELOW)
PERMEABLE PAVEMENT
CROSS - SECTION FOR
HEAVY LOADS L2
NTS CO3 & C05
4. GEOTEXTILE FOR SEPARATION OR SOIL STABILIZATION
5. PERVIOUS HOT MIX ASPHALT
MIX DESIGN
- PRIOR TO THE PRODUCTION OF PHMA, THE CONTRACTOR SHALL DETERMINE A DESIGN
a. GENERAL
AGGREGATE STRUCTURE AND ASPHALT BINDER CONTENT IN ACCORDANCE WITH WSDOT STANDARD
OPERATING PROCEDURE 732. ONCE THE DESIGN AGGREGATE STRUCTURE AND ASPHALT BINDER CONTENT
HAVE BEEN DETERMINED, THE CONTRACTOR SHALL SUBMIT THE PHMA MIX DESIGN ON DOT FORM 350 -042
DEMONSTRATING THE DESIGN MEETS THE REQUIREMENTS OF SECTIONS 9- 03.8(2) AND 9- 03.8(6) OF THE
WSDOT STANDARD SPECIFICATIONS. VERIFICATION OF THE MIX DESIGN BY THE CONTRACTING AGENCY IS
NOT NEEDED.
b. THE MIX DESIGN WILL BE THE INITIAL JOB MIX FORMULA (JMF) FOR THE CLASS OF MIX. ANY ADDITIONAL
ADJUSTMENTS TO THE JMF WILL REQUIRE THE APPROVAL OF THE PROJECT ENGINEER AND MAY BE MADE
PER SECTION 9- 03.8(7) OF THE WSDOT STANDARD SPECIFICATIONS.
c. NON STATISTICAL EVALUATION - NON STATISTICAL ACCEPTANCE WILL APPLY TO ALL PHMA NOT
DESIGNATED AS COMMERCIAL PHMA IN THE CONTRACT DOCUMENTS. NON STATISTICAL ACCEPTANCE
TESTING WILL BE CONDUCTED AS OUTLINED IN 5- 04.3(8) A OF THE WSDOT STANDARD SPECIFICATIONS.
d. COMMERCIAL EVALUATION. WHERE COMMERCIAL PHMA IS ALLOWED IT CAN BE ACCEPTED BY A
MANUFACTURER'S CERTIFICATE OF COMPLIANCE STATING THE MATERIAL MEETS THE REQUIREMENTS IN
THE CONTRACT. WHERE PHMA COMMERCIAL IS USED FOR THE TRAVELED WAY. A MINIMUM OF ONE
ACCEPTANCE TEST TO VERIFY GRADATION, FRACTURE, SAND EQUIVALENT, AND OIL CONTENT IS REQUIRED
IN ADDITION TO THE MANUFACTURER'S CERTIFICATE OF COMPLIANCE.
e. HOT MIX ASPHALT (HMA) PAVING CLASS '/2" PG 70 -22, POLYMER MODIFIED, WITH 5 POUNDS OF FIBER PER
TON OF ASPHALT MIX, THICKNESS AS INDICATED ON PLANS, CONFORMING TO AASHTO MP -1. PRIOR TO THE
PRODUCTION OF PHMA THE CONTRACTOR SHALL DETERMINE A DESIGN AGGREGATE STRUCTURE AND
ASPHALT BINDER CONTENT IN ACCORDANCE WITH NAPA INFORMATION SERIES 131 APPENDIX A. THE
PERCENT ASPHALT BINDER IN THE PHMA SHALL BE 6.0 TO 6.5 PERCENT BY DRY WEIGHT OF MIX.
ACCEPTANCE SAMPLING AND TESTING - PHMA MIXTURE
a. GENERAL - ACCEPTANCE OF PHMA SHALL BE AS PROVIDED UNDER NON - STATISTICAL OR COMMERCIAL
EVALUATION. SAMPLING OF PHMA FOR NON - STATISTICAL EVALUATION WILL BE AS DISCUSSED IN THE
WSDOT STANDARD SPECIFICATIONS, SECTION 5- 04.3(8) A. SECTIONS 3 THROUGH 6. COMMERCIAL
EVALUATION WILL BE USED FOR COMMERCIAL HMA AND OTHER CLASSES OF HMA FOR AMOUNTS LESS THAN
2500 TONS IN ANY APPLICATION. TESTING BEYOND THAT SPECIFIED IN 5- 04.3(7) A, ITEM 3 FOR COMMERCIAL
HMA WILL BE AT THE DISCRETION OF THE ENGINEER.
b. AGGREGATES - THE ACCEPTANCE CRITERIA FOR AGGREGATE PROPERTIES OF SAND EQUIVALENT, VOIDS
IN MINERAL AGGREGATE (VMA), FRACTURE AND GRADATION WILL BE THEIR CONFORMANCE TO THE
REQUIREMENTS OF SECTION 9- 03.8(2) THE WSDOT STANDARD SPECIFICATION.
PHMA DEVIATION
NO. 4 SIEVE AND LARGER
GEOTEXTILE PROPERTY REQUIREMENTS
NO. 6 SIEVE TO NO. 8 SIEVE
ASTM
SEPARATION
SOIL STABILIZATION
ASPHALT BINDER %
TEST
_-
^- 'T= 77
:r
WOVEN I
NONWOVEN
WOVEN
NONWOVEN
GEOTEXTILE PROPERTY
METHOD
AOS
D 4751
NO. 30 MAX.
NO. 40 MAX.
WATER PERMITTIVITY
D 4491
0.02 SEC -1 MIN.
0.10 SEC -1 MIN.
GRAB TENSILE STRENGTH, IN
D 4632
250 LB MIN.
160 LB MIN.
315 LB MIN.
200 LB MIN.
MACHINE AND X- MACHINE DIRECTION
GRAB FAILURE STRAIN, IN MACHINE
D 4632
< 50%
2:50%
< 50%
>_ 50%
AND X- MACHINE DIRECTION
SEAM BREAKING STRENGTH
D 4632
220 LB MIN.
140 LB MIN.
270 LB MIN.
180 LB MIN.
PUNCTURE RESISTANCE
D 6241
495 LB MIN.
310 LB MIN.
620 LB MIN.
430 LB MIN.
TEAR STRENGTH, IN MACHINE AND
D 4533
80 LB MIN.
50 LB MIN.
112 LB MIN.
79 LB MIN.
X- MACHINE DIRECTION
ULTRAVIOLET (UV) RADIATION
50% STRENGTH RETAINED MIN., AFTER 500 HOURS IN
STABILITY
D 4355
XENON ARC DEVICE
5. PERVIOUS HOT MIX ASPHALT
MIX DESIGN
- PRIOR TO THE PRODUCTION OF PHMA, THE CONTRACTOR SHALL DETERMINE A DESIGN
a. GENERAL
AGGREGATE STRUCTURE AND ASPHALT BINDER CONTENT IN ACCORDANCE WITH WSDOT STANDARD
OPERATING PROCEDURE 732. ONCE THE DESIGN AGGREGATE STRUCTURE AND ASPHALT BINDER CONTENT
HAVE BEEN DETERMINED, THE CONTRACTOR SHALL SUBMIT THE PHMA MIX DESIGN ON DOT FORM 350 -042
DEMONSTRATING THE DESIGN MEETS THE REQUIREMENTS OF SECTIONS 9- 03.8(2) AND 9- 03.8(6) OF THE
WSDOT STANDARD SPECIFICATIONS. VERIFICATION OF THE MIX DESIGN BY THE CONTRACTING AGENCY IS
NOT NEEDED.
b. THE MIX DESIGN WILL BE THE INITIAL JOB MIX FORMULA (JMF) FOR THE CLASS OF MIX. ANY ADDITIONAL
ADJUSTMENTS TO THE JMF WILL REQUIRE THE APPROVAL OF THE PROJECT ENGINEER AND MAY BE MADE
PER SECTION 9- 03.8(7) OF THE WSDOT STANDARD SPECIFICATIONS.
c. NON STATISTICAL EVALUATION - NON STATISTICAL ACCEPTANCE WILL APPLY TO ALL PHMA NOT
DESIGNATED AS COMMERCIAL PHMA IN THE CONTRACT DOCUMENTS. NON STATISTICAL ACCEPTANCE
TESTING WILL BE CONDUCTED AS OUTLINED IN 5- 04.3(8) A OF THE WSDOT STANDARD SPECIFICATIONS.
d. COMMERCIAL EVALUATION. WHERE COMMERCIAL PHMA IS ALLOWED IT CAN BE ACCEPTED BY A
MANUFACTURER'S CERTIFICATE OF COMPLIANCE STATING THE MATERIAL MEETS THE REQUIREMENTS IN
THE CONTRACT. WHERE PHMA COMMERCIAL IS USED FOR THE TRAVELED WAY. A MINIMUM OF ONE
ACCEPTANCE TEST TO VERIFY GRADATION, FRACTURE, SAND EQUIVALENT, AND OIL CONTENT IS REQUIRED
IN ADDITION TO THE MANUFACTURER'S CERTIFICATE OF COMPLIANCE.
e. HOT MIX ASPHALT (HMA) PAVING CLASS '/2" PG 70 -22, POLYMER MODIFIED, WITH 5 POUNDS OF FIBER PER
TON OF ASPHALT MIX, THICKNESS AS INDICATED ON PLANS, CONFORMING TO AASHTO MP -1. PRIOR TO THE
PRODUCTION OF PHMA THE CONTRACTOR SHALL DETERMINE A DESIGN AGGREGATE STRUCTURE AND
ASPHALT BINDER CONTENT IN ACCORDANCE WITH NAPA INFORMATION SERIES 131 APPENDIX A. THE
PERCENT ASPHALT BINDER IN THE PHMA SHALL BE 6.0 TO 6.5 PERCENT BY DRY WEIGHT OF MIX.
ACCEPTANCE SAMPLING AND TESTING - PHMA MIXTURE
a. GENERAL - ACCEPTANCE OF PHMA SHALL BE AS PROVIDED UNDER NON - STATISTICAL OR COMMERCIAL
EVALUATION. SAMPLING OF PHMA FOR NON - STATISTICAL EVALUATION WILL BE AS DISCUSSED IN THE
WSDOT STANDARD SPECIFICATIONS, SECTION 5- 04.3(8) A. SECTIONS 3 THROUGH 6. COMMERCIAL
EVALUATION WILL BE USED FOR COMMERCIAL HMA AND OTHER CLASSES OF HMA FOR AMOUNTS LESS THAN
2500 TONS IN ANY APPLICATION. TESTING BEYOND THAT SPECIFIED IN 5- 04.3(7) A, ITEM 3 FOR COMMERCIAL
HMA WILL BE AT THE DISCRETION OF THE ENGINEER.
b. AGGREGATES - THE ACCEPTANCE CRITERIA FOR AGGREGATE PROPERTIES OF SAND EQUIVALENT, VOIDS
IN MINERAL AGGREGATE (VMA), FRACTURE AND GRADATION WILL BE THEIR CONFORMANCE TO THE
REQUIREMENTS OF SECTION 9- 03.8(2) THE WSDOT STANDARD SPECIFICATION.
PHMA DEVIATION
NO. 4 SIEVE AND LARGER
PERCENT PASSING ±4.0
NO. 6 SIEVE TO NO. 8 SIEVE
PERCENT PASSING ±2.0
NO. 100 SIEVE TO NO. 200 SIEVE
PERCENT PASSING ±0.4
ASPHALT BINDER %
PERCENT BINDER CONTENT ±0.5
IN COMPLIANCE WITH CITY OF RENTON
TANDAR S
BY: Date:
BY: Date:
BY. Date:
BY. Date:
CITY OF
SHUTTLE EXPRESS - RENTON PARKING LOT 2/10/2015
800 SW 16TH ST
RENTON P °°"
RENTON, WA NO-
Planning/Building/Public Works Dept. C09
DETAILS 9 °F= 9
T
L
�5
y
x
C
2. 1
_-
^- 'T= 77
:r
f i
x-
-Z
m
z
..
O
D
T
x �^
T -3 J J
�Z
zJ
z
rn
D
0
M
a
z
c�
z
C
3
m
M
M
x
77 --
_-
^- 'T= 77
:r
x-
z
..
O
BERM
v v
v v
vvv vYv�iJb vvv.
v v v v v- v v
v\i% v v v v:
vvv av�v
v v v v ,v . v^
v v 7 c v v c v v
v v v_� v; v v v v v v
v c v v c v v v v v
V177 v 7 v ^v c
vv ^v v^
c^ v v v a v c^ v c^ v
vvv v v v v: v a v v
vvv ^ v v^ c v v
v -v v v v ♦dr+
v " v
�vyZv v c vvvcv
v e c a vi a r^ v
v v . v 7 7 v 7 v v v v q
v v v v
v v 77 c cv v v v vsv
v c v v U vvv
v. v v, v. v v. v v�
v: v v c
v v
v
7 �►� i
,
v
`
o �7�
15' WIDTH PARTIALLY
SIGHT OBSCURING
LANDSCAPED VISUAL
BARRIER
•ry��'i 7� � �
u�
l.. A •••••••• ice► �I
mim cm!
xv,
EXISTING LAW
PRESERVE AND
PROTECT
EXISTING TREES
RESTORE, LAWN
■
N
■ W
'Z
V
W
S
s�
v •a..;� ..�
v�, r
PLANT SCHEDULE
DROUGHT
TOLERANT ONCE
SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE CONDITION SPACING COMMENTS ESTABLISHED EVERGREEN
TREES
3
7 MELANCHIERX AUTUMN BRILLIANCE 2" B &B/ AS SHOWN 2 TO 4 STEMS YES NO
0 GRANDIFLORA 'AUTUMN SERVICEBERRY CONTAINER
BRILLIANCE'
5 CALOCEDRUS DECURRENS INCENSE CEDAR
7 GINKGO BILOBA AUTUMN AUTUMN GOLD
GOLD' MAIDENHAIR TREE
4 QUERCUS COCCINEA SCARLET OAK
6' -8' B &B/ AS SHOWN YES YES
CONTAINER
2" B &B/ AS SHOWN YES NO
CONTAINER
2" B &B/ AS SHOWN YES NO
CONTAINER
■
■
■
■
■
J
■w
�C/)
Li
W
cn
W
z
U
■Q
1. LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST
EDITION OF THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (THE
A.N.L.A. STANDARD) AND THE REQUIREMENTS OF THE CITY OF RENTON.
2. LAYOUT IS DIAGRAMMATIC AND MAY REQUIRE FIELD ADJUSTMENT PER
DIRECTION OF THE OWNER'S REPRESENTATIVE. ANY DISCREPANCIES IN
THE PLANS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE
OWNER'S REPRESENTATIVE BEFORE WORK PROCEEDS FURTHER.
3. DO NOT PLACE, DIG, OR TILL SOIL WHEN THE GROUND OR TOPSOIL IS
FROZEN OR EXCESSIVELY WET.
4. SOIL PREPARATION: PLACE 6 INCHES OF CEDAR GROVE VEGETABLE
GARDEN MIX TOPSOIL OVER SUBGRADES IN ALL PLANTING AREAS AND
TILL INTO TOP 12 INCHES OF SUBGRADE. PLACE AN ADDITIONAL 6 INCHES
OF CEDAR GROVE VEGETABLE GARDEN MIX TOPSOIL AS A TOP DRESSING
OVER AMENDED SUBGRADE. REMOVE ALL ROCKS, ROOTS, VEGETATION,
AND DEBRIS LARGER THAN 1 INCH AND LIGHTLY COMPACT WITH A
ROLLER. ADD ADDITIONAL CEDAR GROVE VEGETABLE GARDEN MIX
TOPSOIL IF REQUIRED TO MEET FINISH ELEVATIONS.
5. FINISH GRADING: FINISH ELEVATION SHALL BE DEFINED AS 3 INCHES
BELOW CURBS, WALKS, AND /OR OTHER ADJACENT HARDSCAPE FOR ALL
LANDSCAPE AREAS. FINISH ELEVATION REFERS TO GRADES PRIOR TO
INSTALLATION OF MULCH.
6. GRADE ALL LANDSCAPE AREAS TO PROVIDE POSITIVE DRAINAGE.
7. RAKE PREPARED SOIL SMOOTH AND FREE FROM ALL SOIL LUMPS, ROCKS,
STICKS, AND OTHER DELETERIOUS MATERIALS OVER ONE INCH IN
DIAMETER.
8. AT TIME OF PLANTING, SUPPLEMENT ALL NEW PLANT MATERIALS WITH
MYCOAPPLY® MYCORRHIZAE INOCULANT. MIX AND APPLY PER THE
MANUFACTURER'S RECOMMENDATIONS.
9. PROVIDE AND USE "OSMOCOTE" 14 -14 -14 FERTILIZER PELLETS AROUND
ALL TREES, SHRUBS AND GROUNDCOVER AS SPECIFIED BY THE
MANUFACTURER.
10. REMOVE PLATFORM WIRE AND SURPLUS BINDING FROM THE TOP AND
SIDES OF BALLS AND LOOSEN BURLAP AT THE TOP OF THE BALLS ONLY.
DO NOT REMOVE BURLAP FROM UNDER ROOT BALLS.
11. PLANT TREES AND SHRUBS UPRIGHT AND FACE TO GIVE THE BEST
APPEARANCE OR RELATIONSHIP TO ADJACENT ROADWAY AND EXISTING
PLANTS.
12. INSTALL ONE TREE STAKE TO THE WEST SIDE OF EACH TREE TO PROTECT
AGAINST PREVAILING WINDS.
13. AFTER PLANTING, COVER ALL AREAS WITH THREE (3) INCHES OF
ARBORIST WOODCHIP MULCH, AVAILABLE FROM LOCAL ARBORISTS,
CONSISTING OF MAX 1" SIZE WOOD CHIPS FROM WHOLE TREES. FEATHER
MULCH TO THE BASE OF THE PLANT AND 1 INCH BELOW THE TOP OF
JUNCTION AND VALVE BOXES, CURBS, AND PAVEMENT EDGES. KEEP
PLANT CROWNS FREE OF MULCH.
PLANT SCHEDULE CONTINUED
SHRUBS
REQUIRED LANDSCAPE CALCULATION
INTERIOR PARKING LOT LANDSCAPING REQUIRED PER 4- 4 -070.F.6.b:
15 SF PER PARKING STALL WHEN FEWER THAN 50 STALLS PROVIDED
NUMBER OF
REQUIRED INTERIOR
INTERIOR PARKING LOT
STALLS
PARKING LOT LANDSCAPING
LANDSCAPING PROVIDED
27
405 SF
675 SF
TREES REQUIRED PER 4- 4- 070.H:
PERIMETER PARKING LOT LANDSCAPING:
ONE T REE REQUIRED PER T HIRTY LINEAL FEET OF ST REET FRONTAGE
STREET
REQUIRED
EXISTING
NEW TREES
TOTAL
FRONTAGE
TREES
TREES
PROVIDED
PROVIDED
430'
14
7
7
14
INTERIOR PARKING LOT LANDSCAPING:
ONE TREE REQUIRED PER SIX PARKING SPACES
NUMBER OF
REQUIRED
EXISTING
NEWTREES
TOTAL
SPACES
T REES
T REES
PROVIDED
PROVIDED
27
5
0
6
6
STREET TREES
(PROVIDED IN THE FRONT YARD TO AVOID CONFLICT WITH SEWER LINE)
NUMBER OF TREES REQUIRED:
1 MINIMUM, MEDIUM OR LARGE TREES SPACED 50' -60' O.C.
NUMBER OF TREES PROVIDED: 4
TOTAL NEW TREES REQUIRED TOTAL NEW TREES PROVIDED
13 23
SHRUBS REQUIRED PER 4- 4- 070.H:
SHRUBS AT THE MINIMUM RATE OF ONE PER TWENTY (20) SQUARE FEETOF
LANDSCAPED AREA
LANDSCAPED AREA
SHRUBS
SHRUBS PROVIDED
REQUIRED
Q
9,695 SF
485
488
TREE REPLACEMENT CALCULATION
ALL OWED TREE REMO VAL PER 4 -4 -130. C. 9
NO MORE THAT SIX (6) TREES REMOVED IN ANYTWELVE (12)
MONTH PERIOD FROM A PROPERTY THIRTY FIVE THOUSAND
(35,000) SQUARE FEET AND GREATER IN SIZE.
PROPERTY TREES REMOVED REPLACEMENT
SIZE TREES REQUIRED
143,887 SF 2 0
C +S 37 CORNUS STOLONIFERA ARCTIC FIRE DOGWOOD 2 GAL. CONTAINER AS SHOWN YES NO
ARCTIC FIRE'
3
P +L 156 PRUNUS LAUROCERASUS MOUNT VERNON 2 GAL. CONTAINER AS SHOWN YES YES
MOUNT VERNON' ENGLISH LAUREL
150 ROSA MEIJOCOS'PINK PINK DRIFT® ROSE 2 GAL. CONTAINER AS SHOWN YES SEMI - EVERGREEN
DRIFT V
V+0 19 VACCINIUM OVA TUM T HUDERBIRD 2 GAL. CONTAINER AS SHOWN YES YES
'THUNDERBIRD' EVERGREEN
V +p 126 VIBURNUM DAVIDII DAVID VIBURNUM 2 GAL. CONTAINER AS SHOWN YES YES
GROUNDCOVERS
e
`' � ' ` -7 v 1330 ARCTOSTAPHYLOS UVA -URSI VANCOUVER JADE 4" POT CONTAINER 18" 0. C.
7 7 YES YES
t J v ; �
'VANCOUVER JADE' KINNIKINNICK
1220 FRAGARIA CHILOENSIS LIPSTICK COASTAL 4" POT CONTAINER 18" O.C. YES YES
- 'LIPSTICK STRAWBERRY
100 NARCISSUS 'ICE FOLLIES' ICE FOLLIES DAFFODIL 14cm BULB PER PLAN YES N/A
1430 RUBUS CALCYNOIDES EMERALD CARPET 4" POT CONTAINER 18" O.C. YES YES
'EMERALD CARPET CREEPING RASPBERRY
3
R- 380909
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: � Date:
BY: Date:
BY: Date:
BY: Date:
SCALE IN FEET
10 0 10 20
Z3
Know what's below.
0811 before you dig.
a
a
C
0
�x
c
2
4
C
Z <
Y_ 3:
J
< w
Z
►—
p
a-
=
U�
J�
ZZ
U
cn
_
0O W
C
D
o
Z�Z
<
��
V)
CL
0
O
_
m
Z
<
LL_
Cn Z
�
�LU
�O�
V)C�
J
W�
W�
�
m
� �
CL
a-
<
U
XV)
Wp
U)
LiJ 0
Q
c�
Q
E--
Z,
Z
U)
W
W�
3
0
Y
a
�—
PROJECT
MER
MANAGER:
D
DESIGNED
a
w
Z
DRAWN
MER /RL
BY:
CHECKED
w
BY:
SCALE:
SCALE AS
SHOWN
DATE: REV. SHEET
01/12/2015 3
>
�o
ov
>
<
U
�o0D
LL_
�_Q_
0
(D
0
wZZ
to
�_
�_
ZZ
Q
J
J
0
Zww
Z
j
j
w
w
CL
cr-
CC
m
Q
V_
Iii
1111-
LLJ
�-
.-
O
O
N
O
N
Q
N
D
L0
N
00
C)o
0
r-
N
M
Z
T.
x a
L.Li
z
W 0
G7
Z
w
C
J
Z m
+ <
m
w
Q_
<
D
W
Cn o
(� Z
r4
CA
l
z
4
<�.
r J
<
Ec. -- x
i x
Z
i
Know what's below.
0811 before you dig.
a
SHEET NUMBER
LS1
�
C
0
�x
c
Z <
Y_ 3:
J
< w
Z
a-
=
U�
J�
ZZ
U
cn
<
0O W
C
I
Z�Z
<
��
V)
CL
0
O
Z
<
LL_
Cn Z
�
z<
�O�
V)C�
J
W�
W�
�
a- 00
� �
CL
a-
<
U
XV)
Wp
U)
LiJ 0
Q
J 00
J
E--
U
W
W�
3
0
0
a
PROJECT
MER
MANAGER:
DESIGNED
MER
B Y:
DRAWN
MER /RL
BY:
CHECKED
RL
BY:
SCALE:
SCALE AS
SHOWN
DATE: REV. SHEET
01/12/2015 3
OF
SHEET NUMBER
LS1
�
C
f
�x
c
z
C
v
C
I
C
n EX. TREE TO
J
_ ■ BE REMOVED
_Lj
v
z
■
J
0
■
J
<
MER
DESIGNED
■
■
■
■ BERN
■
�n
W
LLJ
LAJCn ■
(W
V /
W
Z
ff
EU- ■
NOTE:
OFFSET GROJNDCOVERS 9"
FROM CURB;. WALLS, LIGHT
FOUNDATIONS, AND ROOTBALLS
OF TREES AND SHRUBS.
3" DEPTH ARBORIST WOODCHIP
MULCH, TYPICAL. KEEP AWAY
FROM PLANT CROWN.
9" OFFSET,
TYPICAL .
UNDISTURBED SUBGRADE
TYPICAL GROUNDCOVER
PLANTED AT NURSERY LEVEL
2% MIN.
.. -. 6• _
—___= 1 =I I I =I I I =1 I MI I El 11 =1
-I 11=1 11 =1 I I =1 I I =111 =1 I I =1 11=1 I I =111 =1
1 =1 11 =1 I MI 11 =1 11=1 11 =1 11=I 11=1 I MI 11
1=1 11 =1 I I =1 11 =1 11=1 11 =1 I I =I 11=1 11=
=1 I MI 11=1 I I =1 11 =1 11=1 I I =1 I = — 1
=1 11-1 1=
TYPICAL GROUNDCOVER PLANTING DETAIL
NOT TO SCALE
s
GROUNDCOVER AT
TIME OF PLANTING,
TYPICAL
18" TYPIGAL
TYPICAL GROUNDCOVER SPACING DETAIL
NOT TO SCALE
FINISH GRADE
6" DEPTH CEDAR GROVE
GARDEN MIX TOPSOIL
6" DEPTH CEDAR GROVE
VEGETABLE GARDEN MIX
TOPSOIL TILLED INTO THE
TOP 12" OF SUBGRADE.
SCARIFY SUBGRADE
1) MULCH COMPLETELY BETWEEN ALL PLANTS.
2) PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH FINISHED GRADE.
3) SCARIFY SIDES OF PLANTING PITS PRIOR TO BACKFILLING.
SHRUB
BACKFILL PLANTING PIT WITH CEDAR
GROVE VEGETABLE GARDEN MIX
TOPSOIL, WATER AND TAMP TO
REMOVE AIR POCKETS
FINISH GRADE
6" DEPTH CEDAR GROVE
GARDEN MIX TOPSOIL ;
6" CEDAR GROVE =III =111 =1 •:: s.-
VEGETABLE GARDEN MIX
TOPSOIL TILLED INTO THE ;j \� \� - / // /
TOP 12 OF SUBGRADE. \ / \ / \ \,\ \/\
SCARIFY SUBGRADE
UNDISTURBED SUBGRADE PI ANTIN(, PIT m
C
L A MUU I DMLL UIH.
TYPICAL SHRUB PLANTING DETAIL
NOT TO SCALE
3" DEPTH ARBORIST
WOODCHIP MULCH.
KEEP MULCH AWAY
FROM TRUNK.
FORM SAUCER
WITH 3 HIGH
CONTINUOUS RIM.
NOTE: SEE SHEET LS1 FOR PLANT SCHEDULE.
NOTE:
1) MULCH COMPLETELY BETWEEN ALL PLANTS.
2) STAKE TREES 5' IN HEIGHT OR GREATER. I
3) PLANT SO THAT TOP OF ROOT BALL IS EVEN
WITH FINISHED GRADE.
4) COMPLETELY REMOVE ALL WIRE AND LOOSEN
FABRIC ON BALLED & BURLAPPED PLANTS.
5) SCARIFY SIDES OF PLANTING PITS
PRIOR TO BACKFILLING.
6' -0" PINE STAKE DRIVEN TO REFUSAL INTO
UNDISTURBED SUBGRADE, MINIMUM 24"
DEPTH. STAKE LOOSELY 2' ABOVE FINISH
GRADE, TYPICAL
BACKFILL PLANTING PIT WITH CEDAR GROVE
VEGETABLE GARDEN MIX TOPSOIL, WATER
AND TAMP TO REMOVE AIR POCKETS
FINISH
2' GRADE
i
TREE
-----,A I /— PLASTIC TIE
3" DEPTH ARBORIST
WOODCHIP MULCH. KEEP
MULCH AWAY FROM TRUNK.
FORM SAUCER WITH
3" HIGH CONTINUOUS
RIM.
I
6" DEPTH CEDAR GROVE GARDEN '
MIX TOPSOIL = � —
6" CEDAR GROVE VEGETABLE
GARDEN MIX TOPSOIL TILLED INTO ' / / \ - %� // /i�' -% // / / \, \'' 6"
THE TOP 12 OF SUBGRADE.
% /j� // /.,
SCARIFY SUBGRADE
UNDISTURBED SUBGRADE
PLANTING PIT DIA.
2 X ROOT BALL DIA.
TYPICAL TREE PLANTING DETAIL
NOT TO SCALE
SCALE IN FEET
10 0 10 20
380910
0
LU
Z Cn
cr LLJ Z
< Ln W
W
Z W W 0
0 cn = U
> Q O
U
It
LLJ OOw
LL- �- 0-
W Z� Z
cn H H
Leg
Z
Uj(5
�ww
Q__ X_ cr_
m
v �n
Q � N
N N
co o
\ Z N c7
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: Date:
BY: Date:
BY: Date:
BY: Date:
U
U �-
J (n
J <
w =
Z � Z
0
LL_ F
Cn Z
WW
0 Qf
w 0
00
0
J
CD
Z < cn
y3: =�
of - <
< ~ Uj
O
Z (D � z
O Z E_
�� z
W w �
Q :f 0
V)
I = <
Cn ~ Q
Cn CO J
w � a'
of 30. w
CL
Q
X� U
Wo 0
L1.1 00 Q
J J
W
U
W) U)
W
°�
w
0
a
PROJECT
W
MER
DESIGNED
J 0
MER
+ Q
J Q_
MER /RL
_J <
W U)
�
VJ 0
RL
Z
g
SCALE AS
C,
DATE:
REV.
t
01/12/2015
z
of
3 a
r ,
t!i E C
-
m E
L� - C
U �-
J (n
J <
w =
Z � Z
0
LL_ F
Cn Z
WW
0 Qf
w 0
00
0
J
CD
Z < cn
y3: =�
of - <
< ~ Uj
O
Z (D � z
O Z E_
�� z
W w �
Q :f 0
V)
I = <
Cn ~ Q
Cn CO J
w � a'
of 30. w
CL
Q
X� U
Wo 0
L1.1 00 Q
J J
W
U
W) U)
3
°�
0
a
PROJECT
MANAGER:
MER
DESIGNED
B Y:
MER
DRAWN
MER /RL
BY:
CHECKED
RL
BY:
SCALE:
SCALE AS
SHOWN
DATE:
REV.
SHEET
01/12/2015
3
of
Know what's below.
0811 before you dig.
SHEET NUMBER
LS2
i _ C
J
z
J
D
D
T
q
TT
f �K
1 _ r
U
z
T
D
LEGEND
1 e% Tr ^
1. WATER PLANTS UNTIL PLANT ESTABLISHMENT AND FOR A
MINIMUM OF TWO YEARS.
2. WATER ON A 3 -DAY SCHEDULE UNLESS PRECIPITATION MEETS
OR EXCEEDS AMOUNT NEEDED TO PROMOTE HEALTHY AND
VIGOROUS GROWTH
3. TEMPORARY IRRIGATION PLAN IS DIAGRAMMATIC. FOLLOW
MANUFACTURER'S RECOMMENDATIONS TO ENSURE
ADEQUATE WATER COVERAGE.
4. WATER ZONE 2 BETWEEN THE HOURS OF 9:00 PM AND 7:00 AM
TO AVOID CONFLICTS WITH VEHICULAR OR PEDESTRIAN
CIRCULATION.
SW 16TH STREET
SPIV 16TH STREET
.................
IN COMPLIANCE WITH CITY OF RENTON
STA ARDS
BY: ��`'' Date:3
BY: Date:
BY: Date:
BY: Date:
R -3809
4;;
SCALE IN FEET
20 0 20 40
Know what's below.
Call before you dig.
Uj
cn 0
C7 �
Z
W
Q
d-
O W W
Z >
Z 0
O Z
) O U c r-
1- -O
w Q
0
c �O Q-
}N _Z
Q Q- Z
Z
a � Q-
M 0 0
WWW
oww
QWIx
qcr Lc)
w o 0
F- N C-4
N
Q v- N
U') N
00 O
0 r- N m
z
EXISTING HOSE BIB
0
SLOW RELEASE TREE WATERING BAG
W
ZONE 1: WATER WITH 100' LENGTH GARDEN HOSE
ol
CONNECTION TO EXISTING HOSE BIBS AND SPRINKLERS,
m
BY HAND, AND /OR USING LOW FLOW 'SOAKER' HOSES
W
ZONE 2: WATER WITH 200' LENGTH GARDEN HOSE
Q ~
CONNECTION TO EXISTING HOSE BIBS AND LOW FLOW
0
'SOAKER' HOSES.
1 e% Tr ^
1. WATER PLANTS UNTIL PLANT ESTABLISHMENT AND FOR A
MINIMUM OF TWO YEARS.
2. WATER ON A 3 -DAY SCHEDULE UNLESS PRECIPITATION MEETS
OR EXCEEDS AMOUNT NEEDED TO PROMOTE HEALTHY AND
VIGOROUS GROWTH
3. TEMPORARY IRRIGATION PLAN IS DIAGRAMMATIC. FOLLOW
MANUFACTURER'S RECOMMENDATIONS TO ENSURE
ADEQUATE WATER COVERAGE.
4. WATER ZONE 2 BETWEEN THE HOURS OF 9:00 PM AND 7:00 AM
TO AVOID CONFLICTS WITH VEHICULAR OR PEDESTRIAN
CIRCULATION.
SW 16TH STREET
SPIV 16TH STREET
.................
IN COMPLIANCE WITH CITY OF RENTON
STA ARDS
BY: ��`'' Date:3
BY: Date:
BY: Date:
BY: Date:
R -3809
4;;
SCALE IN FEET
20 0 20 40
Know what's below.
Call before you dig.
Uj
cn 0
C7 �
Z
W
Q
d-
O W W
Z >
Z 0
O Z
) O U c r-
1- -O
w Q
0
c �O Q-
}N _Z
Q Q- Z
Z
a � Q-
M 0 0
WWW
oww
QWIx
qcr Lc)
w o 0
F- N C-4
N
Q v- N
U') N
00 O
0 r- N m
z
w
W
IN COMPLIANCE WITH CITY OF RENTON
STA ARDS
BY: ��`'' Date:3
BY: Date:
BY: Date:
BY: Date:
R -3809
4;;
SCALE IN FEET
20 0 20 40
Know what's below.
Call before you dig.
Uj
cn 0
C7 �
Z
W
Q
d-
O W W
Z >
Z 0
O Z
) O U c r-
1- -O
w Q
0
c �O Q-
}N _Z
Q Q- Z
Z
a � Q-
M 0 0
WWW
oww
QWIx
qcr Lc)
w o 0
F- N C-4
N
Q v- N
U') N
00 O
0 r- N m
z
V
w
W
J
m
W
Q ~
Z Q
0
+ Q
J CL
J Q
w q
a-0
(n Z
—J V)
g
a.
J Q
r,
O
'J
Z L�
.f.
Z� w
Qr-z
Z
t.
J
>
L�
<�.
Cn Z
�x
r j
< r^
W 0
W r—
E c
CO
a
tj
L <Z
z
V
01/12/2015 I 3 I of
SHEET NUMBER
IR1
0
J
0
Z Q
Neol 3:
w
a-0
<
—J V)
ZZ
a.
J Q
OW
O
� E--
Z L�
111--
Z� w
Qr-z
W
af � w
Q
Q.,f 0
c
Cn Z
0 Of
W 0
W r—
DC
CO
a
a-
X
W O
w
~
W 0
100
�
W
W �V)
z
3
o
x
0
a
PROJECT
MER
MANAGER:
DESIGNED
MER
BY:
DRAWN
BY:
MER /RL
CHECKED
RL
BY:
SCALE:
SCALE AS
SHOWN
DATE:
REV.
SHEET
01/12/2015 I 3 I of
SHEET NUMBER
IR1