HomeMy WebLinkAboutD-342610v
0
Iz
U
3
0
E
0
2'
1!
- -1
S LINE ❑4
10' 10'
LANE NB LANE
I
2%
VARIES
PROFILE GRADE LINE
AND PIVOT POINT
2% II
8'
WALKWAY
1 IIII �O
2 2
I 8„
I 0 0 i 3
1 \ 12
48" SD TRENCH, SEE DWG SD08 FOR DETAIL
ROADWAY SECTION G - S LINE
STA 100 +45.67 TO STA 100 +79.07
STA 101 +25.11 TO STA 101 +46.75
S LINE a
2' 10' 10' VARIES
SB LANE NB LANE
PROFILE GRADE LINE
AND PIVOT POINT
I
n� 2% z% 7!
a
DMJM HARRIS ( AECOM
10900 NE 8TH STREET, SUITE 750
o BELLEVUE, WASHINGTON 98004
PHONE: (425) 454 -5600 FAX:,-(425) 454 -0220
c
I /
I
I
I
I
11 �-�6
—(3)
8'
WALKWAY
ire,
2'
2'
rm
M
SD TRENCH, SEE DWG SDO8 FOR DETAIL
ADWAY SECTION H - S LI
STA 100 +79.07 TO STA 101+25.11
APPROVED FOR CONSTRUCTION
l8
CITY OF RENTON DATE
E
VARIES -
10
1
m
3
VAR__- _ICS
SWALE FOR DRAINAGE
SEE DWG RD03 FOR
ELEVATIONS
n-
CE R/W
30' _ (_ 30'
_ VARIES
I
S LINE
10' 10' VARIES 8'
SB LANE NB LANE WALKWAY
XD PROFILE GRADE LINE
AND PIVOT POINT 2% 2%
2% 2%
2„ 10
I nl 1 O
2" 2
I 1
I
I 1 3
I i
I i
I - �12
2 48" SD TRENCH, SEE DWG SD08 FOR DETAIL
\O
2' 2
4 "O
STA 102 +40 TO STA 102 +63.61
ROADWAY SECTION I S Llf
STA 101 +46.75 TO STA 102 +63.61
NOTES:
SEE LANDSCAPE PLAN FOR GRADING
SEE ROADWAY PLANS FOR SAWCUT LIMITS
E PROVIDE FULL DEPTH SAWCUT AT R/W LIMITS
MATCH EXISTING PAVEMENT ELEVATIONS
SEAL W/ CSS -1 ASPHALT
SEE DWG ST01 FOR SACRIFICIAL BEAM BETWEEN
STA 100 +70.94 TO STA 100 +79.07 AND
STA 101 +16.2 TO STA 101 +25.11
DESIGNED: SCPLE: VEIRIG4L mw 19e
NTS HORFLOMAL w 19m,
Y.JIANG
DRAWN:
Y.JIANG DATUM
CHECKED: ON) E MOM I
R.MEYER I AT FUU.
NOT INC
IF NOT ONE IN
PPPROVEO: SCPLE ACCORDINGLY
NO. REVISION BY DATE APPR R.MEYER
1
10
GENERAL NOTES:
1. ALL DEPTHS SHOWN ARE COMPACTED DEPTH
SURFACING LEGEND:
1O HMA CL. 1/2 IN. PG 64 -22 SURFACE COURSE
OHMA CL. 1/2 IN. PG 64 -22 BASE COURSE
3O CRUSHED SURFACING TOP COURSE
OCEMENT CONC. SIDEWALK/PER RENTON STANDARD
PLAN DRAWING F -005
O5 DEPRESSED CURB AND GUTTER TO BE PROVIDED
BETWEEN STA 101 +50 TO STA 101 +85 AND BETWEEN STA
102 +10 TO 102 +40
O6 CEMENT CONC. TRAFFIC CURB AND GUTTER DETAIL
SEE DWG RD02
10 SEE LANDSCAPE PLANS FOR GRADING
AND LANDSCAPE DETAILS
11 CEMENT CONCRETE PAVEMENT INCLUDING DOWELS -
SEE DETAIL ON DWG ST04
12 CONSTRUCTION GEOTEXTILE FOR SEPARATION
D=3426 10
IMPROVEMENTS PROJECT FIE MOK:
AP}" CITY OF PHASE 1 PAGE:
MIN RENTON SHATTUCK AVE S STORMWATER BYPASS DRAW - N.,
Public Works Dept. TYPICAL SECTIONS RSO4
: 48 '..
FED AID NO.: ARRA- 0167(044) 4 OF 5 SHEET'. D OF
C°Y1 X634 110 D- 273426
S LINE ❑4
10' 10'
LANE NB LANE
I
2%
VARIES
PROFILE GRADE LINE
AND PIVOT POINT
2% II
8'
WALKWAY
1 IIII �O
2 2
I 8„
I 0 0 i 3
1 \ 12
48" SD TRENCH, SEE DWG SD08 FOR DETAIL
ROADWAY SECTION G - S LINE
STA 100 +45.67 TO STA 100 +79.07
STA 101 +25.11 TO STA 101 +46.75
S LINE a
2' 10' 10' VARIES
SB LANE NB LANE
PROFILE GRADE LINE
AND PIVOT POINT
I
n� 2% z% 7!
a
DMJM HARRIS ( AECOM
10900 NE 8TH STREET, SUITE 750
o BELLEVUE, WASHINGTON 98004
PHONE: (425) 454 -5600 FAX:,-(425) 454 -0220
c
I /
I
I
I
I
11 �-�6
—(3)
8'
WALKWAY
ire,
2'
2'
rm
M
SD TRENCH, SEE DWG SDO8 FOR DETAIL
ADWAY SECTION H - S LI
STA 100 +79.07 TO STA 101+25.11
APPROVED FOR CONSTRUCTION
l8
CITY OF RENTON DATE
E
VARIES -
10
1
m
3
VAR__- _ICS
SWALE FOR DRAINAGE
SEE DWG RD03 FOR
ELEVATIONS
n-
CE R/W
30' _ (_ 30'
_ VARIES
I
S LINE
10' 10' VARIES 8'
SB LANE NB LANE WALKWAY
XD PROFILE GRADE LINE
AND PIVOT POINT 2% 2%
2% 2%
2„ 10
I nl 1 O
2" 2
I 1
I
I 1 3
I i
I i
I - �12
2 48" SD TRENCH, SEE DWG SD08 FOR DETAIL
\O
2' 2
4 "O
STA 102 +40 TO STA 102 +63.61
ROADWAY SECTION I S Llf
STA 101 +46.75 TO STA 102 +63.61
NOTES:
SEE LANDSCAPE PLAN FOR GRADING
SEE ROADWAY PLANS FOR SAWCUT LIMITS
E PROVIDE FULL DEPTH SAWCUT AT R/W LIMITS
MATCH EXISTING PAVEMENT ELEVATIONS
SEAL W/ CSS -1 ASPHALT
SEE DWG ST01 FOR SACRIFICIAL BEAM BETWEEN
STA 100 +70.94 TO STA 100 +79.07 AND
STA 101 +16.2 TO STA 101 +25.11
DESIGNED: SCPLE: VEIRIG4L mw 19e
NTS HORFLOMAL w 19m,
Y.JIANG
DRAWN:
Y.JIANG DATUM
CHECKED: ON) E MOM I
R.MEYER I AT FUU.
NOT INC
IF NOT ONE IN
PPPROVEO: SCPLE ACCORDINGLY
NO. REVISION BY DATE APPR R.MEYER
1
10
GENERAL NOTES:
1. ALL DEPTHS SHOWN ARE COMPACTED DEPTH
SURFACING LEGEND:
1O HMA CL. 1/2 IN. PG 64 -22 SURFACE COURSE
OHMA CL. 1/2 IN. PG 64 -22 BASE COURSE
3O CRUSHED SURFACING TOP COURSE
OCEMENT CONC. SIDEWALK/PER RENTON STANDARD
PLAN DRAWING F -005
O5 DEPRESSED CURB AND GUTTER TO BE PROVIDED
BETWEEN STA 101 +50 TO STA 101 +85 AND BETWEEN STA
102 +10 TO 102 +40
O6 CEMENT CONC. TRAFFIC CURB AND GUTTER DETAIL
SEE DWG RD02
10 SEE LANDSCAPE PLANS FOR GRADING
AND LANDSCAPE DETAILS
11 CEMENT CONCRETE PAVEMENT INCLUDING DOWELS -
SEE DETAIL ON DWG ST04
12 CONSTRUCTION GEOTEXTILE FOR SEPARATION
D=3426 10
IMPROVEMENTS PROJECT FIE MOK:
AP}" CITY OF PHASE 1 PAGE:
MIN RENTON SHATTUCK AVE S STORMWATER BYPASS DRAW - N.,
Public Works Dept. TYPICAL SECTIONS RSO4
: 48 '..
FED AID NO.: ARRA- 0167(044) 4 OF 5 SHEET'. D OF
C°Y1 X634 110 D- 273426