HomeMy WebLinkAboutCedar Ave Sidewalk PlansCONTRACT NO.CAG 25—003
CEDAR AVE SIDEWALK
AWARD AMOUNT:
AWARD DATE:
AWARD TO:
CITY CONTACT:
EMILY LOGAN
CONSULTANT CONTACT:
TANI STAFFORD,PE
(425)258—1303
(206)507—1007
(206)284—0860
SUBMITTED BY:
c;ray &Osborne,Lic.
CONSULTING ENGINEERS
G&O #22653/y FO,JID
‘CITY OE RENrON
APPROVED FOR CONSTRUCTION
ATE1
DATE
CITY OFRenton€
Public Works Department
/..;
EXISTING CONDITIONS
CEDAR AVENUE SOUTH
NOT TO SCALE
GENERAL BID INFORMATION:
BUILDERS EXCHANGE OF WASHINGTON,INC.
VICINITY MAP
CEDAR AVENUE SOUTH
NOT TO SCALE
CITY OF RENTON
Transportation Systems Division
WATER SYMBOLS
GAS/POWER/TELEPHONE SYMBOLS
SURVEY SYMBOLS
SANITARY/STORM SEWER SYMBOLS SURFACE FEATURES/LANDSCAPINGLINETYPESABBREVIATIONS
3
MAN
BJB
TLS
GENERAL
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:22653
DEC 2024
LEGEND.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
CITY OF RENTON
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CEDAR AVE
SIDEWALK
REVISIONDATENo.
DESIGNER:
ISSUED FOR:
BID SET
DRAWING:
SHEET:OF:
OF:
BJB
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
GENERAL NOTES:ORDER OF WORK
SYMBOL LEGENDS,
ABBREVIATIONS AND
SHEET INDEX
G-1
1
SHEET INDEX
Sheet
Number Sheet Description
x
x
S
S
P
TCP TCP TCP
TCP TCP TCP TCP TCP TCP TCP TCP TCP
TC
P
TC
P
10+00 11+00 11+97
L1
S
6
T
H
S
T
CEDAR AVE S
COLE-BOWRON COLLEEN G
601 CEDAR AVE S 98057
7221400248
HZT LLC
611 CEDAR AVE S 98057
7221400245
MYERS GERALD M
539 CEDAR AVE S 98057
7231500460
20+00
20+36
30
+
0
0
30+46
40+0040+57
50+0050+57
L2L3C1C2
L4
L5L6C3C4
L7
L8
CEDAR AVE SOUTH - CONSTRUCTION CENTERLINE ALIGNMENT
SEGMENT
L1
BEGIN
STATION
10+00.00
BEGIN
NORTHING
176,150.16
BEGIN
EASTING
1,301,977.29
END
STATION
11+96.97
END
NORTHING
176,347.06
END
EASTING
1,301,982.44
DISTANCE
196.97
BEARING
N1°29'49"E
RADIUS TANGENT CURVE
LENGTH DELTA
FACE OF WALL 1 - CONSTRUCTION CENTERLINE ALIGNMENT
SEGMENT
L2
C1
C2
L3
BEGIN
STATION
20+00.00
20+12.29
20+17.34
20+20.84
BEGIN
NORTHING
176,282.69
176,270.40
176,265.49
176,262.07
BEGIN
EASTING
1,301,952.65
1,301,952.33
1,301,953.26
1,301,953.91
END
STATION
20+12.29
20+17.34
20+20.84
20+36.09
END
NORTHING
176,270.40
176,265.49
176,262.07
176,246.82
END
EASTING
1,301,952.33
1,301,953.26
1,301,953.91
1,301,953.51
DISTANCE
12.29
15.25
BEARING
S1°29'52"W
S1°29'52"W
RADIUS
11.80
8.20
TANGENT
2.56
1.78
CURVE
LENGTH
5.04
3.50
DELTA
24°29'17"
24°29'17"
FACE OF WALL 2 - CONSTRUCTION CENTERLINE ALIGNMENT
SEGMENT
L4
L5
C3
C4
L6
BEGIN
STATION
30+00.00
30+09.70
30+21.98
30+27.03
30+30.53
BEGIN
NORTHING
176,282.80
176,282.53
176,270.25
176,265.34
176,261.92
BEGIN
EASTING
1,301,948.75
1,301,958.45
1,301,958.13
1,301,959.06
1,301,959.71
END
STATION
30+09.70
30+21.98
30+27.03
30+30.53
30+45.78
END
NORTHING
176,282.53
176,270.25
176,265.34
176,261.92
176,246.67
END
EASTING
1,301,958.45
1,301,958.13
1,301,959.06
1,301,959.71
1,301,959.31
DISTANCE
9.70
12.28
15.25
BEARING
S88°22'57"E
S1°29'52"W
S1°29'52"W
RADIUS
11.80
8.20
TANGENT
2.56
1.78
CURVE
LENGTH
5.04
3.50
DELTA
24°29'17"
24°29'17"
FACE OF WALL 3 - CONSTRUCTION CENTERLINE ALIGNMENT
SEGMENT
L7
BEGIN
STATION
40+00.00
BEGIN
NORTHING
176,239.99
BEGIN
EASTING
1,301,953.33
END
STATION
40+57.35
END
NORTHING
176,182.66
END
EASTING
1,301,951.83
DISTANCE
57.35
BEARING
S1°29'49"W
RADIUS TANGENT CURVE
LENGTH DELTA
FACE OF WALL 4 - CONSTRUCTION CENTERLINE ALIGNMENT
SEGMENT
L8
BEGIN
STATION
50+00.00
BEGIN
NORTHING
176,239.84
BEGIN
EASTING
1,301,959.13
END
STATION
50+57.35
END
NORTHING
176,182.51
END
EASTING
1,301,957.63
DISTANCE
57.35
BEARING
S1°29'49"W
RADIUS TANGENT CURVE
LENGTH DELTA
00 10'20'5'10'
SCALE:1"=10'
MAN
RAB
RAB
3
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:22653
DEC 2024
SURVEY_CONTROL.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
CITY OF RENTON
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CEDAR AVE
SIDEWALK
REVISIONDATENo.
DESIGNER:
ISSUED FOR:
BID SET
DRAWING:
SHEET:OF:
OF:
BJB
GENERAL
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
RIGHT-OF-WAY DISCLAIMER
THE RIGHT-OF-WAY AND/OR PROPERTY LINES
SHOWN HEREON ARE BASED ON AVAILABLE
INFORMATION, NOT ON A SURVEYED LOCATION AND
ARE ONLY APPROXIMATE.
ALIGNMENT
G-2
2
WALL 1
WALL 2
WALL 4
WALL 3
1
3100
101
102
10011003
1010
1020
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D
A
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S
S 6TH ST
00 50'100'25'50'
SCALE:1"=50'
MAN
RAB
RAB
3
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:22653
DEC 2024
SURVEY_CONTROL.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
CITY OF RENTON
m:
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17
CEDAR AVE
SIDEWALK
REVISIONDATENo.
DESIGNER:
ISSUED FOR:
BID SET
DRAWING:
SHEET:OF:
OF:
BJB
GENERAL
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
SURVEY NOTES:
1.ALL DISTANCES ARE GROUND. AS IS MOST CASES WITHIN THE CITY OF
RENTON, THE COMBINED SCALE FACTOR WAS SO CLOSE TO 1.00000000
THAT NO SCALE FACTOR WAS APPLIED.
2.SURVEY PERFORMED USING LEICA GS16 GPS ON THE WSRN NETWORK
AND LEICA TCRP 1201+ 1 SECOND TOTAL STATION, USING TRAVERSE
AND RADIAL SURVEY METHODS. SURVEY MEETS OR EXCEEDS
ACCURACY REQUIREMENTS CONTAINED IN WAC 332-130-090.
3.TOPOGRAPHIC SURVEY PERFORMED FEBRUARY 2023 AND REFLECTS
THE GENERAL CONDITIONS ON THE GROUND AT THAT TIME.
RIGHT-OF-WAY DISCLAIMER
THE RIGHT-OF-WAY AND/OR PROPERTY LINES
SHOWN HEREON ARE BASED ON AVAILABLE
INFORMATION, NOT ON A SURVEYED LOCATION AND
ARE ONLY APPROXIMATE.
CITY OF RENTON - CEDAR AVENUE SIDEWALK
HORIZONTAL DATUM:NAD83/91
WSPCS N. ZONE, GRID NORTH
HOLDING PUBLISHED BEARING BETWEEN CITY OF RENTON CONTROL POINT #418 AND #415 (G&O #3 AND #1)
VERTICAL DATUM:NAVD88
HOLDING PUBLISHED ELEVATION OF 305.806 ON CITY OF RENTON #418 (G&O #3)
POINT NORTHING EASTING ELEV.DESCRIPTION
1 175876.84 1303337.13 372.61
SFMC=FOUND MONUMENT IN CASE, 1 5/8" DISC W/ "X" "T23N R5E 17|20 1/4 LS 9634." DOWN 0.6' IN CASE.
E OF BEACON WAY, W OF SE 8TH PL. S OF CENTERLINE SE 7TH CT. 7.5' N OF S FACE OF CURB. CITY OF
RENTON CONTROL #415.
2*175224.45 1302302.24 302.52 SFNT=FOUND NAIL W/ TAG, NAIL W/ "CORE CTRL" TAG. CENTER OF INTX RENTON AVE S & S 9TH ST.
3 175877.07 1302310.01 305.81 SFMC, PIN SET IN 4" SQUARE CONC POST. DOW 0.5' IN CASE. SW QUADRANT INTX RENTON AVE S & S
7TH ST. 6.7' ESE OF GAS VALVE. CITY OF RENTON BENCHMARK #418.
100 175877.08 1301970.15 238.21 SFMC, 2" BRASS DISC W/ PUNCH "LS 5174 20|19" SET IN 4" SQUARE CONC POST. DOWN 0.4' IN CASE.
INTX CEDAR AVE S & S 7TH ST.
101 176232.43 1301972.60 224.05 SSNT=SET MAG NAIL W/ "G&O CONTROL" TAG, 6.5' E OF W FACE CURB OF CEDAR AVE. AT CENTERLINE
S WINDOW ON E FACE OF 601 CEDAR AVE.
102 176294.76 1301929.27 214.60 SSNT, IN ASPHALT. 3' N OF S EDGE OF S 6TH ST. 22' E OF CENTERLINE E DRIVEWAY TO 601 CEDAR AVE.
1001 175889.99 1302316.03 306.78 SFNT, NAIL W/ "CORE CTRL" TAG. CENTER OF INTX RENTON AVE S & S 7TH ST.
1003 175889.74 1301970.51 238.16 SFNT, NAIL W/ "CORE CTRL" TAG. CENTER OF INTX CEDAR AVE S & S 7TH ST.
1010 176182.46 1301959.15 226.30 SFNT, NAIL W/ "GEODATUM, INC 31976/38964" TAG. IN SIDEWALK, 1' E OF BACK OF WALK.
1020 176092.39 1301956.78 229.77 SFNT, NAIL W/ "GEODATUM, INC 31976/38964" TAG.
1277*176852.09 1301995.62 193.17 SFMC, 1 5/8" BRASS DISC W/O PUNCH "LS 45174 2019." THERE IS A SMALL MAG NAIL SET IN CONC POST
THAT APPEARS TO REPRESENT ACTUAL MONUMENT LOCATION.
SURVEY CONTROL
G-3
3
* NOT SHOWN ON PLAN
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W
W
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W
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CEDAR AVE S
***********
*
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4
2
3
2
3
1
1
4
COLE-BOWRON COLLEEN G
601 CEDAR AVE S 98057
7221400248
HZT LLC
611 CEDAR AVE S 98057
7221400245
MYERS GERALD M
539 CEDAR AVE S 98057
7231500460
3 5
3
9 (TYP)
3
8
8 8
8
3
7
4
7
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x xxxxxxxxxxxx
7
10+00
11+00
11+97
BEGIN SAWCUT
STA. 10+31.83, 10.5' LT
BEGIN CURB/GUTTER REMOVAL
STA. 10+31.80, 13.5' LT
BEGIN SIDEWALK REMOVAL
STA. 10+29.35, 20.0' LT
3
PERMANENT EASEMENT
STA. 10+31.86, 32.0' LT
SILT FENCE
STA. 10+31.86, 36' LT
TCP
STA. 10+31.87, 39' LT
TCP
STA. 11+06.87, 39' LT
TCP
STA. 11+06.91, 60' LT
TCP
STA. 11+31.91, 60' LT
SILT FENCE
STA. 11+06.96, 36' LT
SILT FENCE AND
PERMANENT EASEMENT
STA. 11+31.84, 32.0' LT
END SAWCUT
STA. 11+44.36, 34.5' LT
END CURB/GUTTER REMOVAL
STA. 11+41.50, 30.7' LT
STA. 10+89.83, 35.90' LT
25.0'
20
.
0
'
10
.
5
'
12
.
0
'
7.
0
'
4.
0
'
21
.
0
'
STA. 10+94.45, 35.88' LT
00 10'20'5'10'
SCALE:1"=10'
1.FURNISH AND INSTALL INLET PROTECTION INSERTS IN EXISTING
CATCH BASINS AND NEW DRAINAGE STRUCTURES AS THEY ARE
INSTALLED.
2.FURNISH AND INSTALLSILT FENCE PER CITY OF RENTON
STANDARD PLAN.
3.PROTECT EXISTING UTILITY POLE, PEDESTAL, VAULT, CURB AND
GUTTER, PRECAST CONCRETE TRAFFIC CURB, CEMENT
CONCRETE PAVEMENT, STRUCTURE OR FENCE DURING
CONSTRUCTION. SEE GENERAL NOTE 2 SHEET G-1.
4.SAWCUT EXISTING PAVEMENT AND SEAL JOINT, SEE BUTT JOINT
DETAIL ON SHEET ####.
5.REMOVE AND REPLACE MAILBOX.
6.SAWCUT EXISTING CURB AND/OR SIDEWALK TO NEAREST FULL
JOINT AND PROVIDE CLEAN EDGE.
7.REMOVE AND WASTEHAUL EXISTING CURB, GUTTER, SIDEWALK,
PAVEMENT, RETAINING WALL, RAILING PER THE
SPECIFICATIONS. COORDINATE WITH PROPERTY OWNER AS
REQUIRED. THIS WORK TO BE INCLUDED IN REMOVAL OF
STRUCTURE AND OBSTRUCTION.
8.REMOVE AND WASTEHAUL EXISTING TREE, SHRUB, LANDSCAPE.
9.PROTECT EXISTING TREE, SHRUB, LANDSCAPE FEATURE.
SILT FENCE
CB INSERT
LEGEND
SITE PREPARATION & TESC CONSTRUCTION NOTES
*
X
FULL DEPTH ASPHALT PAVEMENT REMOVAL
LIMITS, 10-INCH DEPTH.
GENERAL NOTES:
1.SEE APPENDIX B OF THE CONTRACT PREVISIONS FOR
EROSION/SEDIMENTATION CONTROL NOTES.
FULL DEPTH CEMENT CONCRETE / STAIR
REMOVAL
SAWCUT LINE
REMOVE CURB (AND GUTTER)
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:22653
DEC 2024
TESC.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
CITY OF RENTON
m:
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17
CEDAR AVE
SIDEWALK
REVISIONDATENo.
DESIGNER:
ISSUED FOR:
BID SET
DRAWING:
SHEET:OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
1
MAN
BJB
TLS
BJB
CIVIL
SITE PREPARATION -
TESC PLAN - CEDAR
AVENUE SOUTH
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210
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220
225
205
210
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@ FACE OF WALL
FINISHED GRADE
@ FACE OF WALL
FINISHED GRADE
@ BACK OF WALL
CAST IN PLACE COPING
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10+50
11+00
11+50
11+97
20+00 20+36
30
+
0
0
30+46
40+00
40+50 40+57
50+00
50+50 50+57EX. CB TYPE 1
STA. 11+42, 29.5' LT
RIM=219.43
IE=216.78 8" CONC E
IE=216.58 12" CONC W
IE=216.78 6" PVC S
5'
-
9
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8'
-
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STA. 11+40, 12.3' RT
RIM=222.44
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30+00 30+50
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0
22
0
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0
3
22
0
.
6
22
0
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9
1' MIN EMBEDMENT
EXISTING GRADE
@ FACE OF WALL
FINISHED GRADE
@ FACE OF WALL
FINISHED GRADE
@ BACK OF WALL
CAST IN PLACE COPING
BE
G
I
N
W
A
L
L
ST
A
=
3
0
+
0
0
EN
D
W
A
L
L
ST
A
=
3
0
+
4
6
SEE SHEET G-2 FOR
CURVE STATIONING
205
210
215
220
225
230
205
210
215
220
225
230
50+00 50+60
22
1
.
1
22
1
.
1
0
22
1
.
6
22
1
.
5
7
22
2
.
0
22
2
.
0
5
22
2
.
5
22
2
.
5
2
22
3
.
0
22
3
.
0
0
22
3
.
5
22
3
.
4
7
1' MIN EMBEDMENT
EXISTING GRADE
@ FACE OF WALL
FINISHED GRADE
@ FACE OF WALL
FINISHED GRADE
@ BACK OF WALL
CAST IN PLACE COPING
BE
G
I
N
W
A
L
L
ST
A
=
5
0
+
0
0
EN
D
W
A
L
L
ST
A
=
5
0
+
5
8
205
210
215
220
225
230
205
210
215
220
225
230
40+00 40+60
21
8
.
8
21
8
.
7
5
21
9
.
4
21
9
.
3
7
22
0
.
0
22
0
.
0
0
22
0
.
6
22
0
.
6
2
22
1
.
2
22
1
.
2
4
22
1
.
9
22
1
.
8
6
1' MIN EMBEDMENT
EXISTING GRADE
@ FACE OF WALL
FINISHED GRADE
@ FACE OF WALL
FINISHED GRADE
@ BACK OF WALL
CAST IN PLACE COPING
BE
G
I
N
W
A
L
L
ST
A
=
4
0
+
0
1
EN
D
W
A
L
L
ST
A
=
4
0
+
5
1
00 10'20'5'10'
SCALE:HORIZONTAL 1"=10'
VERTICAL 1"=5'
MODULAR BLOCK
WALL PLAN AND
PROFILE
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:22653
DEC 2024
PLAN-PROF.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
CITY OF RENTON
m:
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CEDAR AVE
SIDEWALK
REVISIONDATENo.
DESIGNER:
ISSUED FOR:
BID SET
DRAWING:
SHEET:OF:
OF:
CIVIL
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
MAN
BJB
TLS
BJB
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
5C-1
WALL 1
WALL 2
WALL 4
CEDAR AVE S
RETAINING WALL 2
LOOKING AT FACE OF WALL
RETAINING WALL 1
LOOKING AT FACE OF WALL
RETAINING WALL 4
LOOKING AT FACE OF WALL
RETAINING WALL 3
LOOKING AT FACE OF WALL
WALL 3
S
6
T
H
S
T
2
1
1
1
5
8 LF 6" PVC
S=0.01
4
3
3
3
3
5
5
5
5
MODULAR BLOCK WALL NOTES
ALL MODULAR BLOCK WALL TERMINATIONS SHALL BE
CONSTRUCTED WITH CORNER BLOCK UNITS.
CONNECT NEW DRAIN TO EXISTING CATCH BASIN.
SEE TYPICAL WALL DETAILS ON SHEET ####.
CONNECT WALL 6" PERFORATED DRAINS TO 6" PVC DRAIN.
MODULAR BLOCK WALL SHALL ABUT CEMENT CONCRETE
STAIR WALL.
SEE SHEET RD-3 FOR PIPE PENETRATION THROUGH STAIR
WALL.
1
2
3
4
5
6
S
6
T
H
S
T
x
x
x
x
x
P
TCETCE
TCETCETCETCETCETCETCE
TC
E
TC
E
************************
*
*
*
D
D
D
D
(221.40)(221.40)
(221.40)
(220.90)
(221.10)
(224.10)
(223.90)
(223.90)
(223.43)
(226.00)
(223.40)
(223.81)
(226.31)
(221.81)(218.75)(218.40)
(221.40)
(220.90)
(220.90)
(223.77)
(220.56)
(217.56)
(220.56)
(220.06)
(220.06)
(223.06)
(219.95)
(216.96)
(219.95)
(219.45)
(219.49)
(222.49)
(218.77)
(216.85)
(218.77)
(218.27)
(218.27)
(221.27)
(220.46)
(219.50)
(219.65)
(219.65)
(219.65)
(219.65)
(216.75)
216.46
(219.53)
(219.13)
(218.72)
(219.58)
(221.27)
(221.48)
(221.23)
(221.89)
(221.89)
(220.92)
(220.44)
(220.09)
220
212
214
216
218
2
2
2
222
2
2
4
224
2
2
6
226
MATCH
EXISTING
10+5011+0011+50
50+5750+00
50+50
30+46
30+00
20+36
20+00
40+5740+00 40+50
1.
9
2
%
0.30%
1.
0
0
%
2.
2
4
%
3.
2
0
%
5.26%
5'
-
9
"
8'
-
4
"
13
.
5
'
5'
-
9
"
6'
-
6
"
6.
0
'
5'
-
9
"
6'
-
6
"
6.
0
'
13
.
5
'
BEGIN NORTH STAIR WALL
STA. 10+95.51, 20.00' LT
BEGIN SOUTH STAIR WALL
STA. 10+89.68, 20.00' LT
END NORTH STAIR WALL
STA. 10+95.51, 30.33' LT END SOUTH STAIR WALL
STA. 10+89.68, 30.33' LT
10+95.51, 32.25' LT
10+94.49, 32.25' LT
10+94.45, 35.88' LT
10+89.68, 32.25' LT
10+89.99, 32.25' LT
10+89.83, 35.90' LT
10
.
5
'
TCETCE
***
(219.61)
(219.06)
(220.17)
(220.73)
(221.29)
(221.84)
(222.40)
(222.96)
(223.51)
(224.07)
(224.07)
(219.06)
(219.61)
(220.17)
(220.73)
(221.29)
(221.84)
(222.40)
(222.96)
(223.51)
(223.79)
(223.79)
(218.50)(218.50)
(218.54)
(218.34)
MATCH
EXISTING
(218.46)(218.47)
(218.47)
(218.46)
1.
9
2
%
0.30%
1.
0
0
%
2.
2
4
%
3.
2
0
%
5.26%
5'-10"
11" WIDE
TREAD (TYP.)
00 5'10'2.5'5'
SCALE:1"=5'
WALL AND STAIR
GRADING
C-2
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:22653
DEC 2024
GRADING.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
CITY OF RENTON
m:
\
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CEDAR AVE
SIDEWALK
REVISIONDATENo.
DESIGNER:
ISSUED FOR:
BID SET
DRAWING:
SHEET:OF:
OF:
CIVIL
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
MAN
BJB
TLS
BJB
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
5
STAIR GRADING DETAIL
SEE STAIR GRADING DETAIL BELOW
CEDAR AVE S
S
6
T
H
S
T
6
FINISHED GRADE TOP OF
CONCRETE COPING (TYP)
FINISHED GRADE AT
FACE OF WALL (TYP)
FINISHED GRADE AT TOP OF
STAIR TREAD/WALK (TYP)
SEE STAIR PLAN ON SHEET RD-3
SCALE: 1"=5'
10+40
218
220
222
224
226
228
230
218
220
222
224
226
228
230
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
10+50
218
220
222
224
226
228
230
218
220
222
224
226
228
230
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
10+60
218
220
222
224
226
228
230
218
220
222
224
226
228
230
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
10+70
218
220
222
224
226
228
230
218
220
222
224
226
228
230
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
10+80
218
220
222
224
226
228
230
218
220
222
224
226
228
230
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
10+90
218
220
222
224
226
228
230
218
220
222
224
226
228
230
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
11+00
216
218
220
222
224
226
228
216
218
220
222
224
226
228
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
11+10
214
216
218
220
222
224
226
214
216
218
220
222
224
226
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
11+20
214
216
218
220
222
224
226
214
216
218
220
222
224
226
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
ROW
PERMANENT
EASEMENT
ROW
PERMANENT
EASEMENT
ROW
PERMANENT
EASEMENT
ROW
PERMANENT
EASEMENT
ROW
PERMANENT
EASEMENT
ROW
PERMANENT
EASEMENT
ROW
PERMANENT
EASEMENT
ROW
PERMANENT
EASEMENT
ROW
PERMANENT
EASEMENT
CROSS SECTIONS
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:22653
DEC 2024
PLAN-PROF.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
CITY OF RENTON
m:
\
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CEDAR AVE
SIDEWALK
REVISIONDATENo.
DESIGNER:
ISSUED FOR:
BID SET
DRAWING:
SHEET:OF:
OF:
CIVIL
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
MAN
BJB
TLS
BJB
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
5C-3
7
ROADWAY EXCAVATION
LIMITS (TYP.)
FINISHED GRADE (TYP.)
EXISTING GRADE
(TYP.)
FINISHED GRADE
OF LANDSCAPE
AREA (TYP.)
CURB FLOWLINE GRADE @
13.5' RT OF C CONSTRUCTION
EXISTING GRADE @
C CONSTRUCTIONL
L
FINISHED CURB FLOWLINE ELEVATION @
13.5' LT OF C CONSTRUCTION (TYP)L
EXISTING GRADE ELEVATION @
C CONSTRUCTION (TYP)L
205
210
215
220
225
230
235
205
210
215
220
225
230
235
10+00 11+00 12+00
22
6
.
9
22
6
.
4
22
6
.
1
22
5
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4
4
22
5
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7
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5
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22
4
.
6
8
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.
8
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4
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6
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4
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4
22
3
.
8
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4
.
0
22
3
.
4
7
22
3
.
6
22
2
.
9
8
22
3
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2
22
2
.
5
3
22
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.
8
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2
.
0
8
22
2
.
4
22
2
.
0
22
1
.
6
22
1
.
2
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0
.
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4
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C
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1
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G G G G G G G G G G G G G G G G G G G G G G
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T T T T T T T T T T T T T T T T T T T T T T
T T T T T T T T T T T T T T T T T T T T T T
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EEEEEEEEEEEEEEEEEEEE
E E E E E E E E E E E E E E E E E E E E E
S
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P
W
W
W
W W W W W W W W W W W W W W W
W
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W
W
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W
W
W
W
W
W W W
S
S
S
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S S S S S S S S S S S S S S S S
TCP TCP TCP
TCP TCP TCP TCP TCP TCP TCP TCP TCP
TC
P
TC
P
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W
~
W
~
**
*********
*
*D
D
10
.
5
'
TCP TCP TCP
TCP TCP TCP TCP TCP TCP TCP TCP TCP
TC
P
TC
P
COLE-BOWRON COLLEEN G
601 CEDAR AVE S 98057
7221400248
HZT LLC
611 CEDAR AVE S 98057
7221400245
MYERS GERALD M
539 CEDAR AVE S 98057
7231500460
7
3
5 1 2 6
4
D
D
D
D
D
D
D
D
D
D
D
D
D
D
1
9
D
D
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D
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D
D
D
D
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D
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10+00
10+50
11+00
11+50
11+97
EX. CB TYPE 1
STA. 11+42, 29.5' LT
RIM=219.43
IE=216.78 8" CONC E
IE=216.58 12" CONC W
11
10
11 10
5'
-
9
"
8'
-
4
"
5'
-
9
"
6'
-
6
"
5'
-
9
"
6'
-
6
"
13
.
5
'
6.
0
'
IE=216.78 6" PVC S
BEGIN CURB AND GUTTER
STA. 10+31.83, 13.5' LT
BEGIN SIDEWALK
STA. 10+31.83, 20.0' LT
END CURB AND GUTTER
STA. 11+41.36, 34.5' LT
STAIR WALL/STAIR TREAD
STA. 10+89.68, 20.0' LT
SEE SHEET C-2 FOR STAIR LAYOUT
STAIR WALL/STAIR TREAD
STA. 10+95.51, 20.0' LT
SEE SHEET C-2 FOR STAIR LAYOUT
EX. CB TYPE 1
STA. 11+40, 12.3' RT
RIM=222.44
IE=220.04 8" CONC W
00 10'20'5'10'
SCALE:HORIZONTAL 1"=10'
VERTICAL 1"=5'
CONSTRUCTION NOTES
1.CAUTION : POTENTIAL UTILITY CONFLICT. VERIFY (POTHOLE) EXACT
LOCATION AND DEPTH OF EXISTING UTILITY. SEE ORDER OF WORK ON
SHEET G-1.
2.EXISTING UTILITY VAULT TO BE ADJUSTED TO GRADE BY OTHERS.
COORDINATE WORK WITH UTILITY REPRESENTATIVE. SEE GENERAL NOTE 2
SHEET G-1.
3.SEAL JOINT (WHERE APPLICABLE) THEN APPLY SAND BLANKET TO THE
SURFACE JOINT.
4.ADJUST EXISTING CATCH BASIN TO GRADE.
5.ADJUST EXISTING WATER METER BOX TO GRADE. EXISTING WATER METER
BOX TO BE ADJUSTED TO GRADE BY OTHERS. COORDINATE WORK WITH
UTILITY REPRESENTATIVE.
6.CONSTRUCT CURB RAMP PER SHEET CR-1.
7.REMOVE AND RELOCATE EXISTING MAILBOX PER CITY OF RENTON STANDARD
DETAIL H028.
8.CONSTRUCT NEW RAILING PER DETAIL SHEET ####.
9.CONSTRUCT CONCRETE CURB END SECTION PER DETAIL SHEET ####.
10.MATCH EXISTING SIDEWALK/WALKWAY GRADE.
11.MATCH EXISTING CURB/GUTTER GRADE.
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:22653
DEC 2024
PLAN-PROF.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
CITY OF RENTON
m:
\
R
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T
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CEDAR AVE
SIDEWALK
REVISIONDATENo.
DESIGNER:
ISSUED FOR:
BID SET
DRAWING:
SHEET:OF:
OF:
CIVIL
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
MAN
BJB
TLS
BJB
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
5
WALL 1
WALL 2WALL 4
WALL 3
CURB AND SIDEWALK
PLAN AND PROFILE
C-4
8
CEDAR AVE S
S
6
T
H
S
T
CEDAR AVENUE S AND S 6TH STREET
CURB POINT:POINT DESCRIPTION:STATION:OFFSET:FL. ELEVATION:CURB HEIGHT:CURVE DESCRIPTION:CENTER:
x
x
x
x
x
P
DDDDDDDDDDDDDDDDDDDDDD
*
*
*
*
*
*
*
*
*
D
D
D D
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:22653
DEC 2024
CURB RAMPS.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
CITY OF RENTON
m:
\
R
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T
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\
2
2
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5
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c
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CEDAR AVE
SIDEWALK
REVISIONDATENo.
DESIGNER:
ISSUED FOR:
BID SET
DRAWING:
SHEET:OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
1
RAH
BJB
TLS
BJB
CIVIL
RIGHT-OF-WAY DISCLAIMER
MEF DOCUMENTATION ON FILE
WITH CONTRACTING AGENCY
CONSTRUCTION AND CURB RAMP NOTES
CURB RAMP DETAILS
CR-1
9
CE
D
A
R
A
V
E
S
S 6TH ST
PROVIDE 2-#4 REBAR
ANCHOR (TYP.) EVERY
OTHER BLOCK, W/ 3" CLEAR
FILL VOIDS WITH CONCRETE
AROUND ANCHOR
CONTR. JNT.
LC
CONTR. JNT.
LC
TOP OF MODULAR BLOCK WALL
10' ± (TYP.)
NOT TO SCALE
SECTION A-A
TOP OF CONCRETE COPING
1/2" EXPANSION JOINT EVERY
30' ± (TYP.)
STANDARD BLOCK UNIT
8" MIN. CLEARANCE FROM
TOP OF WALL TO TOP OF COPING
NOTES:
1. MAINTAIN 2" MINIMUM COVER ON ALL REBAR.
2. FULL EXPANSION JOINTS SHALL BE PLACED EVERY 3RD JOINT AND
AT ALL WALL RADIUS AND BEND POINTS.
3. MODULAR BLOCK RETAINING WALL STANDARD BLOCK UNIT 8"X18"X21".
4. DRAIN PIPE TO CONNECT TO DOWNSTREAM STORM SYSTEM.
5. CONCRETE COPING SHALL BE CLASS 4000 PSI.
6. MODULAR BLOCK GRAVITY WALL EXPOSED HEIGHT IS 4 FEET OR LESS.
4" CEMENT
CONCRETE SIDEWALK
#4 REBAR @ 3' O.C. (TYP.)
GROUT OR CONCRETE
REBAR INTO UPPER 2 -
COURSES
TYPICAL MODULAR BLOCK
RETAINING WALL SECTION
13" O.C.
NOT TO SCALE
21 1/2"
CAST IN PLACE TOP OF
CONCRETE COPING
6'-0" CLEAR
6" PERFORATED DRAIN
PIPE FULL LENGTH
WRAPPED IN FILTER FABRIC,
SEE NOTE 4.
CHAIN LINK FENCE
CRUSHED SURFACING
BASE COURSE 12" MIN.
HORIZONTAL THICKNESS
1.5%
36"
1/2" X 1/2" CHAMFER
12"
FINISHED GRADE
CAST IN PLACE CONCRETE
COPING. SEE SECTION A-A
(8" MIN.)
6'-6"
SE
E
N
O
T
E
7
WA
L
L
H
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I
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H
T
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"
V
A
R
I
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S
A
A
FENCE POST
PROVIDE 2-#4
REBAR TOP
AND BOTTOM
SEE MOUNTING DETAIL
4'
4'-8.4"1'-3.5"
4"
2"
IMPORTED WALL BACKFILL
FILL IN VOIDS WITH
CRUSHED SURFACING
TOP COURSE
6" COMPACTED (95%)
CRUSHED SURFACING TOP
COURSE LEVELING PAD.
EXISTING GROUND
4" HMA
3'
MATCH
EXIST
6" CSBC
4" CSBC
EXIST
PAVEMENT
4" CSTC
BUTT
JOINT
CONSTRUCT PAVEMENT
PATCH PER CITY OF
RENTON STD PLAN 103
SEE SURFACE
RESTORATION
PLAN
6"
SEE MOUNTING DETAIL
BUTT JOINT DETAIL
SA
W
C
U
T
L
I
N
E
EXISTING BASE MATERIAL
EXISTING PAVEMENT
CRUSHED SURFACING
TOP COURSE PER
COR STD. PLAN - 103.
SUBGRADE
FIRM AND UNYIELDING
HMA AT SUBGRADE REPAIR
(CSS-1) AND APPLY SAND
EXISTING PAVEMENT WITH CSS1
CLEAN AND TACK EDGE OF
MATCH EXISTING PAVEMENT THICKNESS
SEAL JOINT WITH 4" WIDE
STRIP OF HOT PAVING ASPHALT
BLANKET.
SECTION
LOWERED
CONCRETE CURB END SECTION
NOT TO SCALE
NEW CONCRETE
CURB
GUTTER
NOTE:
1
12
6'
CONCRETE CURB END SECTION TO BE USED AT
ALL LOCATIONS WHERE NEW CURB DOES NOT MEET
EXISTING CURB, AT SIDEWALK TRANSITION SECTIONS
AND/OR AS REQUIRED IN THE FIELD BY THE ENGINEER.
3/8"TYP
7"x7"x1/2" STEEL
PLATE
4 EA 5/8-IN DIA THREADED
RODS AT 3-IN. O.C., WITH
4-IN EMBEDMENT PER
AASHTO CODECAST IN PLACE
CONCRETE COPING
SEE FENCE
DETAIL
NOTES:
1.STEEL PLATE, THREADED RODS
AND NUTS ARE HOT DIPPED
GALVANIZED PER WSDOT
STANDARD SPECIFICATION.
2.THE ADHESIVE IS SIMPSON SET
XP OR CONTRACTING AGENCY
APPROVED EQUAL.
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:22653
DEC 2024
STD_DETAILS.DWG
CITY OF RENTON
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CEDAR AVE
SIDEWALK
REVISIONDATENo.
DESIGNER:
ISSUED FOR:
BID SET
DRAWING:
SHEET:OF:
OF:
CIVIL
MAN
BJB
TLS
BJB
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
5
WALL AND STAIR
DETAILS
RD-1
10
MOUNTING DETAIL
NOT TO SCALE
SEE STAIR WALL DETAIL
ON SHEET RD-3
SEE STAIR WALL DETAIL
ON SHEET RD-3
STAIR WALL DETAIL
ON SHEET RD-3
SIDE VIEW
CONC.
CEMENT CONC.
SIDEWALK
5'-10" STD WIDTH
4'-0" STD WIDTH
@ 2'-0"OC
CONC WALL - SEE
SHEET RD-3
CONC WALL - SEE
SHEET RD-3
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
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G & O JOB NO.:22653
DEC 2024
STD_DETAILS.DWG
CITY OF RENTON
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CEDAR AVE
SIDEWALK
REVISIONDATENo.
DESIGNER:
ISSUED FOR:
BID SET
DRAWING:
SHEET:OF:
OF:
CIVIL
MAN
BJB
TLS
BJB
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
5
STAIR AND HANDRAIL
DETAILS
RD-2
11
(MODIFIED)(MODIFIED)
2" CLR.
TYP.
3"
C
L
R
.
TY
P
.
T.O.F.
6'
-
6
"
SIDEWALK AND T.O.W.
EL=224.00±
FTG. 4'-0"x12" DP. TYP.
#5 LGT @18" O.C. TOP & BOT.
#5 TRNS. @18" O.C. TOP & BOT.
#5 DWLS SPACE & LAP
3'-0" W/WALL VERTS.
6" CONC. WALL
W/#5 VERTS @ 9" O.C.
& #5 HORIZ. @ 18" O.C.
LANDING
10
-
R
I
S
E
R
S
@
6
.
6
"
=
5'
-
6
"
V
E
R
I
F
Y
6"
CONC.
WALL
5'-0"
SIDEWALK
9 TREADS @ 11"=8'-3"
10 RISERS @ 6.6" = 5'-6" STAIRS
1'-0"
9'-3"
5'
-
1
0
"
#5 LGT @18" O.C. TOP & BOT.
#5 DWLS SPACE & LAP
3'-0"
#5 TRNS. @18" O.C. TOP & BOT.
FTG. 4'-0"x12" DP. TYP.
6" CONC. WALL
W/#5 VERTS @ 9" O.C.
& #5 HORIZ. @ 18" O.C.
5'-10"
1'
-
0
"
T
O
6
'
-
6
"
1'-9"
TYP.
6'
-
1
0
"
10
'
-
4
"
16'-5"
1'-6"
A
-
B
-
~
LANDING EL. 218.49,
VERIFY
PRIVATE
WALK
T.O.F.
1'
-
0
"
T.O.W.
EL VARIES
1'
-
9
"
6"
CO
N
C
.
WA
L
L
FTG. 4'-0"x12" DP
6"
CONC.
CURB
6"
NOTE:
RAILING NOT SHOWN FOR CLARITY.
NOTE:
RAILING NOT SHOWN FOR CLARITY.
NOTE:
RAILING NOT SHOWN FOR CLARITY.
#4 x @ 2'-0" OC,
TYP
STAIRS, FOR REINFORCING
SEE NO 440a ON SHEET ####
STAIRS, FOR REINFORCING
SEE NO 440a ON SHEET ####
SEE STANDARD PLAN 440a ON
SHEET ####
1'-6"
(PER 440a ON SHEET RD-2)
6"
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:22653
DEC 2024
STD_DETAILS.DWG
CITY OF RENTON
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CEDAR AVE
SIDEWALK
REVISIONDATENo.
DESIGNER:
ISSUED FOR:
BID SET
DRAWING:
SHEET:OF:
OF:
CIVIL
MAN
BJB
TLS
BJB
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
5
STAIR WALL DETAILS
RD-3
12
0 4'3'2'1'1'
SCALE:1/2"=1'-0"
STAIR WALL
PLAN
SCALE: 1/2"=1'-0"
SECTION B
SCALE: 1/2"=1'-0"
SECTION A
SCALE: 1/2"=1'-0"
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:22653
DEC 2024
STD_DETAILS.DWG
CITY OF RENTON
m:
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CEDAR AVE
SIDEWALK
REVISIONDATENo.
DESIGNER:
ISSUED FOR:
BID SET
DRAWING:
SHEET:OF:
OF:
CIVIL
MAN
BJB
TLS
BJB
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
5
FENCE DETAILS
RD-4
13
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:22653
DEC 2024
STD_DETAILS.DWG
CITY OF RENTON
m:
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CEDAR AVE
SIDEWALK
REVISIONDATENo.
DESIGNER:
ISSUED FOR:
BID SET
DRAWING:
SHEET:OF:
OF:
CIVIL
MAN
BJB
TLS
BJB
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
5
CURB RAMP DETAILS
RD-5
14
x
x
S
S
P
TCP TCP TCP
TCP TCP TCP TCP TCP TCP TCP TCP TCP
TC
P
TC
P
11+00 11+97
L1
S
6
T
H
S
T
CEDAR AVE S
COLE-BOWRON COLLEEN G
601 CEDAR AVE S 98057
7221400248
MYERS GERALD M
539 CEDAR AVE S 98057
7231500460
***********
*
*
D
D
x x x x x x x x x
x x
STA. 10+31.86, 32.0' LT
STA. 10+86.76, 32.0' LT
STA. 10+86.74, 35.9' LT
STA. 10+97.45, 35.9' LT
STA. 10+97.47, 32.0' LT
STA. 11+31.86, 32.0' LT
STA. 11+33.64, 30.2' LT
11
.
5
0
'
5.
7
0
'
5.
7
0
'
3.
9
0
'
x
x
S
P
TCP TCP TCP TCP TCP TCP TCP TCP TCP
TC
P
TC
P
11+00 11+97
L1
S
6
T
H
S
T
CEDAR AVE S
***********
*
*
x x x x x x x x x
x x
BEGIN FENCE, END POST
STA. 10+32.25, 20.1' LT
PULL POST
STA. 10+42.25, 20.1' LT
PULL POST
STA. 10+52.25, 20.1' LT
PULL POST
STA. 10+62.25, 20.1' LT
PULL POST
STA. 10+72.25, 20.1' LT
PULL POST
STA. 10+82.25, 20.1' LT
END FENCE, END POST
STA. 10+90.16, 20.1' LT
BEGIN FENCE, END POST
STA. 10+95.03, 20.1' LT
PULL POST
STA. 11+03.00, 20.1' LT
PULL POST
STA. 11+11.00, 20.1' LT
PULL POST
STA. 11+19.82, 21.9' LT
PULL POST
STA. 11+27.82, 21.9' LT
END FENCE, END POST
STA. 11+32.26, 21.9' LT
5", TYP.
00 10'20'5'10'
SCALE:1"=10'
1
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:22653
DEC 2024
LSCP_PLN_DET.DWG
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SUITE 300
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(206) 284-0860
CITY OF RENTON
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CEDAR AVE
SIDEWALK
REVISIONDATENo.
DESIGNER:
ISSUED FOR:
BID SET
DRAWING:
SHEET:OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
RAH
BJB
TLS
BJB
CIVIL
RIGHT-OF-WAY DISCLAIMER
THE RIGHT-OF-WAY AND/OR PROPERTY LINES
SHOWN HEREON ARE BASED ON AVAILABLE
INFORMATION, NOT ON A SURVEYED LOCATION AND
ARE ONLY APPROXIMATE.
LANDSCAPING AND
FENCE PLAN
SR-1
15
SURFACE RESTORATION LEGEND
SYMBOL DESCRIPTION REMARKS
NO IRRIGATION
SOD INSTALLATION
OVER 6-IN TOPSOIL
TYPE A
BARK AND TOPSOIL
TYPE A
6-INCH COMPACTED DEPTHCSTC SURFACING
HMA PAVEMENT SEE TYPICAL SECTION
GRADE AT WHICH SHRUB
GREW IN NURSERY
6" DEPTH COMPACTED BARK
MULCH, KEEP AWAY FROM
FOLIAGE
MOUND SOIL TO FORM 4"
HIGH IRRIGATION BASIN
REMOVE ALL
BURLAP/CONTAINER, TWINE
& WIRE FROM ROOT BALL
AND
SPREAD ROOTS
BACKFILL PLANTING PIT WITH
TOPSOIL. INCORPORATE 25%
COMPOST/MULCH AMENDMENT.
PERFORM SHRUB PIT DRAINAGE
TEST IN THE PRESENCE OF CITY
INSPECTOR PRIOR TO PLANTING
1/2 DIA. ROOTBALL
COMPACT PLANTING SOIL
UNDER ROOTBALL TO
PREVENT SETTLING
SCARIFY
SIDES OF
PLANTING
PIT
1.
5
X
DE
P
T
H
O
F
RO
O
T
B
A
L
L
SHRUB PLANTING/STAKING
NOT TO SCALE
NOTE:
4" MIN.
TYPE 4 CHAIN LINK FENCE (TYP.)
3 INCHES BARK OVER 12 INCHES TOPSOIL
TYPE A
FENCE LAYOUT PLAN
SCALE: 1"=10'
TYPE 4 CHAIN LINK FENCE (TYP.)
FILE:
DRAWN BY:
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CITY OF RENTON
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CEDAR AVE
SIDEWALK
REVISIONDATENo.
DESIGNER:
ISSUED FOR:
BID SET
DRAWING:
SHEET:OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
2
CIVIL
TRAFFIC CONTROL
PLAN
TC-1
16
TRAFFIC CONTROL
PLAN
FILE:
DRAWN BY:
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ISSUE DATE:
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SUITE 300
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CITY OF RENTON
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CEDAR AVE
SIDEWALK
REVISIONDATENo.
DESIGNER:
ISSUED FOR:
BID SET
DRAWING:
SHEET:OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
2
CIVIL
17
TC-2