HomeMy WebLinkAboutAPPROVED - F_Lindbergh HS Pedestrian Ramp_20250314_v1g. 8-1-1
Call before you
D
or 1-800-424-5555
UNDERGROUND
SERVICE (USA)
RSCALE 1"=80'
40 80 1600
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
43667
NSTATE O F WASHI
N
G
TON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G I N EER
O
S
B
O
CAJA.DLAREJ
C2
4
0
0
0
4
5
0
CX01
Sheet List Table
Sheet Number Sheet Title
C001 OVERALL SITE PLAN
C101 DEMOLITION PLAN
C110 TESC DETAILS
C201 CIVIL SITE PLAN
C210 SITE DETAILS
OVERALL SITE PLAN
1"=80'
DEVELOPMENT ENGINEERING
njanders 03/14/2025
CF
IP
IP1
5
.
6
'
3'
25.5'
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
SWSWSWSWSW
SW
SW
SW SW SW SW SW SW SW SW SW SW SW SW SW SW
SW
SW
SWSWSWSW
S
W
S
W
S
W
S
W
S
W
SW
SAWCUT AND
REMOVE EXISTING
ASPHALT
INLET PROTECTION (TYP)
SEE DETAIL
CFSW
REMOVE EXISTING
CONCRETE
INSTALL STRAW
WATTLES
SEE DETAIL
REMOVE
EXISTING CURB
SAWCUT TO NEAREST
CONCRETE JOINT
C110
4
C110
3
INLET PROTECTION
TEMP CONSTRUCTION FENCINGCF
IP
g. 8-1-1
Call before you
D
or 1-800-424-5555
UNDERGROUND
SERVICE (USA)
RSCALE 1"=2'
1 2 40
LEGEND
SAWCUT LINE
REMOVE CURBING
REMOVE ASPHALT PAVEMENT
REMOVE CONCRETE PAVEMENT
STRAW WATTLE SWSW
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
43667
NSTATE O F WASHI
N
G
TON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G I N EER
O
S
B
O
CAJA.DLAREJ
C2
4
0
0
0
4
5
0
DEMOLITION PLAN
a 0'
DEVELOPMENT ENGINEERING
njanders 03/14/2025
1.STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING
OF THE ROLL IN A TRENCH, 3" x 5" (75-125mm) DEEP, DUG ON CONTOUR.
2.RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL.
3.FOR ASPHALT OR CONCRETE APPLICATIONS, STRAW WATTLE SHALL BE LAID
ON TOP OF PAVEMENT AND HELD IN PLACE AS NEEDED WITH SAND BAGS AND
ADJUSTED AS NECESSARY AS PHASING OR FIELD CONDITIONS CHANGE.
ROLL SPACING DEPENDS ON SOIL
TYPE AND SLOPE STEEPNESS
STRAW ROLLS MUST BE PLACED
ALONG SLOPE CONTOURS
3'-4'
(1.2m)
10
'
-
2
5
'
(3-
8
m
)
ADJACENT ROLLS
SHALL TIGHTLY ABUT
SEDIMENT, ORGANIC
MATTER, AND NATIVE
SEEDS ARE CAPTURED
BEHIND THE ROLLS
LIVE STAKE
1" x 1" STAKE
8"-10" DIA.
(200-250mm)
NOTES:
3"-5" (75-125mm)
OVERFLOW (TO
BYPASS PEAK STORM
VOLUMES)
SEDIMENT
ACCUMULATION
GEOTEXTILE
FABRIC
ADAPTER
SKIRT RETRIEVAL STRAP
INLET PROTECTION NOTE:
FILTERS SHALL BE INSPECTED AFTER EACH STORM EVENT AND
CLEANED OR REPLACES WHEN 1/3 FULL.
48"48"
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
43667
NSTATE O F WASHI
N
G
TON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G I N EER
O
S
B
O
CAJA.DLAREJ
C2
4
0
0
0
4
5
0
Inlet Protection 3NTS
Straw Wattle 4NTS
6'
F
E
N
C
E
LINE POST (TYP)
2.375 INCH 0.D.
TOP RAIL
1.666 INCH O.D.
STRETCHER
BAR
BRACE RAIL
AND CABLE
1.666 INCH O.D.
TRUSS ROD 3/8" DIA
W/ TENSION DEVICE
TENSION WIRE
CONCRETE BLOCK
STD WGT GALVANIZED
CORNER POST
5/8" WIRE ROPE PROVIDE SECURE
END ATTACHMENT AT CORNER AND
GATE POSTS AND PROVIDE RUNNING
ATTACHMENT AT LINE POSTS AND
NEAR CENTER OF EACH FENCE PANEL
Construction Fence 8NTS
Not Used 9NTS
Not Used 1NTS
Not Used 5NTS
TESC DETAILS
Not Used 6NTS
Not Used 2NTS
Not Used 7NTS
DEVELOPMENT ENGINEERING
njanders 03/14/2025
1
6
.
3
'
3'
25.5'
REPLACE EXISTING
CONCRETE
SEE DETAIL
TRUNCATED
DOMES
SEE DETAIL
ASPHALT REPLACEMENT
AND PATCHING
SEE DETAIL
LOWER EXISTING
CATCH BASIN AS
NEEDED
41
3
412
TC 412.91
BC 412.41
TC 412.98
BC 412.48
TC 412.69
BC 412.19
TC 412.58
BC 412.08
411.51 (EX)
412.74 (EX)
412.54 (EX)
412.44 (EX)
TC 413.23 (EX)
BC 412.73 (EX)
TC 412.11 (EX)
BC 411.61 (EX)
SINGLE DIRECTION
CURB RAMP
SEE DETAIL
VERTICAL CURB
SEE DETAIL
TC 412.40 (EX)
BC 411.90 (EX)
411.69 (EX)
C210
1
C210
2
C210
3
C210
5
C210
4
g. 8-1-1
Call before you
D
or 1-800-424-5555
UNDERGROUND
SERVICE (USA)
RSCALE 1"=2'
1 2 40
LEGEND
ASPHALT PAVEMENT
CONCRETE PAVEMENT
CONCRETE CURB
CONTOUR
SPOT ELEVATION 109.36
109
TC 109.86
BC 109.36
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
43667
NSTATE O F WASHI
N
G
TON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G I N EER
O
S
B
O
CAJA.DLAREJ
C2
4
0
0
0
4
5
0
CIVIL SITE PLAN
a 0'
DEVELOPMENT ENGINEERING
njanders 03/14/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
43667
NSTATE O F WASHI
N
G
TON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G I N EER
O
S
B
O
CAJA.DLAREJ
C2
4
0
0
0
4
5
0
Single Direction Curb Ramp 1NTS
Detectable Warning Surface 2NTS
SITE DETAILS
COMPACTED SUBGRADE
(MIN 95% MAXIMUM DRY DENSITY)
CRUSHED BASE COURSE
(1-1/4" MINUS)
CRUSHED SURFACING TOP
COURSE (5/8" MINUS)
CEMENT CONCRETE PAVEMENT
6"
2"
4"
FLUSH WITH ADJACENT
SURFACES ON ALL
SIDES
FOR CONCRETE FINISH
AND JOINTING, SEE
LANDSCAPE PLANS
NOTES:
1.DEPTHS ARE COMPACTED THICKNESS
2.WHERE PERMEABLE BALLAST IS USED FOR CONSTRUCTION ACCESS AND STAGING,
SOME RUTTING AND DISTURBANCE OF THE SURFACE MAY OCCUR. THE CONTRACTOR
SHALL REMOVE AFFECTED AREAS AND REPLACE THEM WITH PROPERLY COMPACTED
CRUSHED ROCK PRIOR TO FINAL SURFACING. WHERE PERMEABLE BALLAST IS USED,
NO CRUSHED SURFACING BASE COURSE WILL BE REQUIRED UNLESS DIRECTED BY
THE GEOTECHNICAL ENGINEER. SEE SHEET C3.06
#4 BARS AT 12"
O.C. EACH WAY
2" CLR
(TYP)
NOTES:
1.SEE LANDSCAPE ARCHITECTURAL
PLANS FOR CONCRETE SCORING
AND JOINTING.
2.CEMENT CONCRETE SHALL BE
CLASS 4000 NOTES:
DEPTHS ARE COMPACTED THICKNESS
HMA CLASS 1/2"
COMPACTED CRUSHED
SURFACING TOP COURSE
COMPACTED CRUSHED
SURFACING BASE COURSE
12"
SAWCUT TACK AND
MATCH EX ASPHALT
FULL DEPTH
EX UNDISTURBED PAVEMENT
SUB-BASE MUST BE COMPACTED TO
95% MAX DENSITY PER ASTM D 1557
EXISTING ASPHALT
COMPACTED STRUCTURAL FILL
SUB-BASE (OR EXISTING SUBGRADE)
PER GEOTECHNICAL ENGINEER
4"
2"
4"
12
"
M
I
N
3"
4"
12
"
M
I
N
2"
4"
12
"
M
I
N
HE
A
V
Y
D
U
T
Y
ST
A
N
D
A
R
D
D
U
T
Y
WA
L
K
/
T
R
A
C
K
5.5"
6.5"
6"
PAVEMENT
FACE OF CURB
R1"
R0.5"
FINISH GRADE
8.25"
16
"
0.5"
TOP OF CURB AT
DRIVEWAY APPROACH
NOTE:
CONTRACTOR SHALL
CONFORM TO WSDOT
SPEC. 8-04.3
Concrete Pavement 3NTS
Asphalt Pavement 4NTS
Vertical Curb 5NTS
DEVELOPMENT ENGINEERING
njanders 03/14/2025