HomeMy WebLinkAboutR-396123SEC. 14, TWP 23 N, R5E W.M.
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CONSULTANTS
Site Planning e Civil Engineering
Land Use Consulting a Project Management
11431 WILLOWS RD. NE, SUITE 120
REDMOND, WA 98052
Phone: (425) 285-2390 1 FAX: (425) 285-2389
www.cphconsultants.com
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A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH
CURB RAMP WIDTH - SEE CONTRACT PLANS
LANDING
I GRADE BREAK
LANDING CURB RAMP
GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE
SEE CONTRACT PLANS - W - 0" MIN. SIDEWALK - SEE NOTE 5
4'-0"MIN.
PROVIDE SMOOTH TRANSITION
CEMENT CONCRETE TO SIDEWALK WIDTH
SIDEWALK - SEE NOTE 5 (TYP.) SEE CONTRACT PLANS
* 4'- 0' jMIN.
FLARE (TYP.) 3/8" EXPANSION
/ I JOINT (TYP.) ^ SEE
3/8" EXPANSION I CURB RAMP STANDARD PLAN F-30.10
JOINT (TYP.) - SEE
STANDARD PLAN F-30.10 GRADE
BREAK TRANSITION TO SIDEWALK BUFFER, IF
GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) ^
"".."' """"' SEE CONTRACT PLANS
......... _
..................
icca EI'. EN:
CURB, OR CURB
AND GUTTER ^ CURB, OR CURB
SEE NOTE 4 AND GUTTER ^
DETECTABLE WARNING SURFACE - SEE NOTE 4
FACE OF CURB SEE STANDARD PLAN F-45.10
FACE OF CURB
MEASURED PARALLEL DEPRESSED CURB AND GUTTER ^
TO CURB (TYP.) CROSSWALK SEE NOTE 4
1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10
FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE
PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC.
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SLOPE TREATMENT -
SEE STANDARD PLAN F-30.10
A
NOTES
CURB RAMP WIDTH 4'- o" MIN.
1. At marked crosswalks, the connection between the curb ramp and the road -
LANDING TO MATCH CURB RAMP
WIDTH -- SEE CONTRACT PLANS
way must be contained within the width of the crosswalk markings.
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2. Where "GRADE BREAK" is called out, the entire length of the grade break
GRADE BREAK
between the two adjacent surface planes shall be flush.
3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten-
ances on anypart of the Curb Ramp or Landing, or in front of the Curb
Ramp where it connects to the roadway.
SEE CONTRACT
4. See Contract Plans for the curb design specified. See Standard Plan
MIN.
* PLANS \- 4'- o" MIN.
F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
BUFFER WIDTH ^MATCH
Pedestrian Curb details.
TO CURB RAMP DEPTH
I v' (TYP.)
5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
I V,
Contract Plans for width and placement of sidewalk.
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6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the
adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian
v,
Curb, or Sidewalks.
7. The Curb Ramp length is not required to exceed 15 feet (unless shown
CEMENT CONCRETE
otherwise in the Contract Plans). When applying the 15-foot max. length,
PEDESTRIAN CURB ^
I SEE NOTE a
the running slope of the Curb Ramp is allowed to exceed 8.3 . Use a
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single constant slope from bottom of ramp to tap of ramp to match into
DETECTABLE WARNING SURFACE -
the landing over a horizontal distance of 15 feet. Do not Include the
SEE STANDARD PLAN F45.10
abutting landing in the 15-foot max. measurement.
DEPRESSED CURB AND GUTTER
8. Curb Ramps and Landings shall receive a broom finish. See Standard
CROSSWALK
Specifications 8-14.
9. Pedestrian Curb may be omitted if the ground surface at the back of the
Curb Ramp and/or Landing will be at the same elevation as the Curb
Ramp or Landing and there will not be material to retain.
TYPE PERPENDICULAR A TYPE PERPENDICULAR B
DETECTABLE WARNING SURFACE ^ (SHOWN WITH BUFFER)
SEE STANDARD PLAN F45.10
4'- 0" MIN. 15' - 0- MAX. (TYP.) GRADE BREAK
FSEEONTRACT PLANS SEE NOTE 7 COUNTER SLOPE
GRADE BREAK 5.0% MAX.
* _BREAK
� TOP OF ROADWAY
i
LANDING CURB RAMP
v
DEPRESSED CURB AND GUTTER -
1 SEE STANDARD PLAN F-10.12
SECTION ( A
CEMENT CONCRETE CEMENT CONCRETE CURB RAMP'TYPE CEMENT CONCRETE CURB RAMP "TYPE
PEDESTRIAN CURB ^ PERPENDICULAR "A" PAY LIMIT -SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT
SEE NOTE 4
DETECTABLE WARNING SURFACE -
SEE STANDARD PLAN F-45.10
3" R. TYP. DEPRESSED CURB AND GUTTER -
SEE NOTE 4
CEMENT CONCRETE CURB
AND GUTTER - SEE NOTE 4
CURB RADIUS DETAIL (
ISOMETRIC VIEW
TYPE PERPENDICULAR A PAY LIMIT
LEGEND
SLOPE IN EITHER DIRECTION
*
1.5 OR FLATTER RECOMMENDED FOR
DESIGN/FORMWORK (2% MAX.)
* *
7.5% OR FLATTER RECOMMENDED FOR
DESIGN/FORMWORK (8.3% MAX.)
* * *
9.5% OR FLATTER RECOMMENDED FOR
DESIGN/FORMWORK (10% MAX.)
ISOMETRIC VIEW
TYPE PERPENDICULAR B PAY LIMIT
A
A
\
B�
E C
MIN.
MAX.
CURB RAMP, LANDING, CUT-
DETECTABLE WARNING
SURFACE (DWS)
A
1.60"
2.40"
THROUGH OR WALKWAY
SEE NOTE 3
A
B
B
C
0.65"
0.45"
-
0.90"
D
0.9"
1.40"
BACK OF CURB ^
2'- 0" MIN. ^
TRUNCATED DOME
E
0 2"
0 2"
SEE NOTE 2
TYP. OF ALL
APPLICATIONS
SECTION
O
TRUNCATED DOME SPACING
SEE NOTE 3
SEE STANDARD SPECIFICATIONS
FOR COLOR OF SURFACE
TRUNCATED DOME DETAILS
CURB AND GUTTER
MATCH TO WIDTH OF CURB RAMP
LANDING, CUT -THROUGH OR
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Y
WALKWAY
DETECTABLE WARNING SURFACE
DETAIL
c7
mOFFSET
CURB RAMP
LANDING
SEE NOTE 8
LANDING
WALKWAY
WIDTH OF
WALKWAY
WALKWAY
WALKWAY
�J
WIDTH OF CUT-
THROUGH (TYP.)
DETECTABLE WARNING
SURFACE (DWS) ^
O7 WAS111
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.0 EGISTS
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��"'ONAL
Zeller, Scott
Jun 24 2016 7:20 AM
PERPENDICULAR
CURB RAMP
STANDARD PLAN F-40.15-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
c.meare, Jeff
Jm 29 2016 238 PM
STATE DESIGN ENGINEER
Washington State Department of Transportation
NOTES
1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp,
landing, or other roadway entrance as applicable. Exception: If the Manufacturer of
the DWS requires a concrete border around the DWS, a variance of up to 2 inches
on each side of the DWS is permitted.
2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the
two leading comers of the DWS panel placed adjacent to the back of the curb, and
with no more than a 2 inch gap between the DWS and the back of the curb measured
at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS
requires a concrete border around the DWS, a variance of up to 2 inches from the
back of the curb is permitted (measured at the leading corners of the DWS panel).
3. The rows of truncated domes shall be aligned to be perpendicular to the grade
break at the back of curb.
4. The rows of truncated domes shall be aligned to be parallel to the direction of travel.
5. If curb and gutter are not present, such as a shared -use path connection, the
Detectable Warning Surface shall be placed at the pavement edge.
6. See Standard Plans for sidewalk and curb ramp details.
7. If a curb ramp is required, the location of the Detectable Warning Surface must be at
the bottom of the ramp and within the required distance from the rail.
8. When the grade break between the curb ramp and the landing is less than or equal to
5 ft. from the back of curb at all points, place the Detectable Warning Surface on the
bottom of the curb ramp directly above the grade break.
SEE NOTE 4 CURB RAMP a WIDTH OF CUT -THROUGH
(TYP.)
BACK OF CURB
SINGLE DIRECTION CURB RAMP FLARE EEE EE FLARE :f 2'-0"
(GRADE BREAK BETWEEN CURB AND MIN.
LANDING15 5 FT. FROM BACK OF CURB)
(SEE NOTE 6) DETECTABLE WARNING DETECTABLE WARNING
LANDING BACK OF CURB - SURFACE (DWS) - SURFACE (TYP.) -
w Y DIRECTION OF SEE NOTE 2 SEE NOTE 3
SEE NOTE 3
Q TRAVEL WIDTH OF CURB RAMP BACK OF CURB ^
CURB RAMP 0 m SEE NOTE 2
WIDTH OF PERPENDICULAR CURB RAMP
WALKWAY WALKWAY (SEE NOTE 6)
WIDTH of cuR6 RAMP, ISLAND CUT -THROUGH
LANDING, OR WALKWAY DETECTABLE WARNING
+- SURFACE (TYP.) -
DETECTABLE WARNING
SURFACE (DWS) ^ SEE NOTE 3
BACK OF CURB ^
SEE NOTE 2
SINGLE DIRECTION CURB RAMP DETECTABLE WARNING
(GRADE BREAK BETWEEN CURB AND SURFACE (DWS) ^
LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 4 & 7
(SEE NOTE 6)
CURB RAMP r CURB RAMP
WALKWAY --I LANDING - I r- WALKWAY
BACK OF CURB ^ DETECTABLE WARNING
SURFACE (DWS) ^• SEE NOTE 3
SEE NOTE 2 WIDTH OF
LANDING
PARALLEL CURB RAMP
(SEE NOTE 6)
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Know what's below.
Call before you dip.
PATH OR
WALKWAY
PEDESTRIAN RAILROAD CROSSING
!'-0"MIN.
URB -•
2
0" MIN.
SEE NOTE 3 \I : ;;; Op WAS& C�
BACK OF CURB -
z SEE NOTE 2 MEDIAN CUT -THROUGH
0 Z
o fv WIDTH OF SHARED- P W
USE PATH OR 000 AE 28680R40
fO WALKWAY (TYP.) J CI STB Gl
sIONAL
Zeller' Scott
WIDTH OF CUT -THROUGH
SHARED -USE Jul l2 2016 4:25 PM
(TYP-) PATH OR C"�,
WALKWAY DETECTABLE WARNING
ROUNDABOUT SPLITTER SURFACE
ISLAND PAVEMENT SHOULDER
EDGE N :' STANDARD PLAN F-45.10-02
SHEET 1 OF 1 SHEET
DETECTABLE WARNING APPROVED FOR PUBLICATION
SURFACE (DWS) ^ ¢ twis26ilaff PM
SEE NOTES 4 & 5 jeat°J. % a�
STATE DESIGN ENGINEER
PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION Washington State Department of Transportation
0 CONSTRUCTION PERMIT SUBMITTAL
CONSTRUCTION RECORD DRAWINGS
NO. I REVISION
RICE
2/20/17
JBS
SURVEYED:
MITCH EVANS
AC
2 1 8
J B S
DESIGNED:
JAMIE SCHROEDER
DRAWN:
PETER EVANS
CHECKED:
MJH
BY
DATE
AP P R
APPROVED:
XXX
CENTER LINES
•® e e e e e e e e• 00000 e• e e--L4„
• • • e e • • • • •t • • e • • • �T
3 30, ` 4" YELLOW TYPE 'I'
LINE MARKERS
DOUBLE YELLOW CENTER LINE 4" YELLOW TYPE 'lid'
LINE MARKERS (REFL.)
to 0
�•91• 15' � � 3'� •� 4" YELLOW TYPE 1
LINE MARKERS
SINGLE SKIP YELLOW CENTER LINE 4" YELLOW TYPE 'Ild'
LINE MARKERS (REFL.)
IIII COMM,01VMIaa10l11G�1EIII III
�•9'•� 15' � • *3� • • •
124" YELLOW TYPE 'Ild' LINE MARKERS (REFL.)
'
4" YELLOW TYPE 'I' LINE MARKERS
NUMBER OF 2-WAY LEFT TURN ARROWS
SPEED LIMIT 25 MPH - - - - - 200' O.C.
SPEED LIMIT 30-35 MPH -- 250' O.C.
SPEED LIMIT 40-45 MPH -- 300' O.C.
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CHANNELIZATION MARKERS DETAIL
ADOPTED
G MY OF RENTON
STANDARD PLANS
rST DATE: 04/04
DWG. NAME: H001 SP PAGE: HO01
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
+ CITY OF
RENTON
Planning/Building/Public Works Dept
"ZONAL
CONSTRUCTION RECORD DRAWING
THE AS -BUILT INFORMATION SHOWN
ON THIS PLAN IS PER A FIELD SURVEY
PERFORMED AND DATA PROVIDED BY
AXIS SURVEY & MAPPING AND/OR
R-396123 RECORD ITH�RMATION CON CONTRACTOR
PROVIDEDBY
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MEADOWVUE
ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
ROADWAY GRADING AND DRAINAGE DETAILS
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DATE:
7/25/18
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FIELDBOOK:
PAGE:
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DRAWING NO:
C3.105
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SHEET: 23 of 43