HomeMy WebLinkAboutR-425417A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
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MATCH SIDEWALK J BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not
WIDTH - 4' 0" MIN. - t 1 STRIP permitted.
MATCH SIDEWALK SEE CONTRACT PLANS 2. At marked crosswalks, the connection between the Landingand the
WIDTH - 4' 0" MIN. - -_ PEDESTRIAN CURB
SEE CONTRACT PLANS SEE NOTE 10 roadway must be contained within the width of the crosswalk markings.
CURB RAMP
3. Where "GRADE BREAK" is called out, the entire length of the grade break
JOINT -SEE STANDARD-
3/8" (IN) EXPANSION PEDESTRIAN CURB _ SEE NOTE 10 MATCH SIDEWALK WIDTH -- 4' 0" MIN. between the two adjacent surface planes shall be flush.
�
PLAN F-30.10 ) SEE CONTRACT PLANS LANDING
' I * 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten-
LANDING
SIDEWALK - � I /I � 3!8" (IN) EXPANSION JOINT - SEE \, PEDESTRIAN CURB - anC6S On any part Of the Curb Ramp Or Landing Or In the Depressed
SEE NOTE 6 5' - 0" MIN. 3" R STANDARD PLAN F-30.10 y \ / SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway.
I (TYPJ B
5' - o" MIN. � � F 5. See Contract Plans for the curb design specif
ied. See Standard Plan
-- zt J F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and
3° R. I I < Pedestrian Curb details.
* * � 5' - o° MIN. ~ "3" R. a J)6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
O SIDEWALK-
�+ Contract Plans for width and placement of sidewalk.
�, ........." U SEE NOTE 6 .:::
7. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the
BUFFER STRIP - SEE DETECTABLE WARNING SURFACE BUFFER C DETECTABLE WARNING SURFACE adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian
CONTRACT PLANS C SEE STANDARD PLAN F-45.10 STRIP SEE STANDARD PLAN F-45.10 Curb, or Sidewalks.
I L CURB AND GUTTER -- CURB AND GUTTER - 8, The Curb Ram length is not required to exceed 15 feet unless shown
� I SEE NOTE 5 ; SEE NOTE 5 p g q {
I otherwise in the Contract Plans). When applying the 15-foot max. length
PEDESTRIAN CROSSING _J L PEDESTRIAN CROSSING J
CLOSURE SIGN CURB RAMP CLOSURE SIGN FACE OF CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp is
LFACE OF CURB allowed to exceed 8.3%. Use a single constant slope from bottom of
CURB PLAN VIEW PLAN VIEW ramp to top of ramp to match into the sidewalk over a horizontal
o distance of 15 feet.
° TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B
9. Curb Ramps and Landings shall receive a broom finish. See Standard
Z Specifications 8-14.
10. Pedestrian Curb may be omitted if the ground surface at the back of the
} DETECTABLE WARNING SURFACE - Curb Ramp and/or Landing will be at the same elevation as the Curb
15'- 0" MAX SEE STANDARD PLAN F-45.10 15- 0" MAX (TYP.) 1 15' - 0" MAX (TYP.) Ramp or Landing and there will not be material to retain.
(TYP.) GRADE BREAK SEE NOTE 8 SEE NOTE 8
° SEE NOTE 8 GRADE BREAK GRADE BREAK GRADE GRADE BREAK LEGEND
GRADE BREAK / COUNTER SLOPE BREAK
5.0% MAX. SIDEWALK ^- SIDEWALK - SLOPE IN EITHER DIRECTION
SIDEWALK - \ / SEE NOTE 6 / SEE NOTE 6
SEE NOTE 6 I * * I TOP OF * �C * * 1.5 OR FLATTER RECOMMENDED FOR
ROADWAY --� * _ i * DESIGN/FORMWORK (2% MAX.)
^ o I * * 7.5% OR FLATTER RECOMMENDED FOR
y DESIGN/FORMWORK (8.3 % MAX.) �
CURB RAMP J a LANDING DEPRESSED CURB AND GUTTER - CURB RAMP LANDING CURB RAMP SEE NOTE 7 10-At•,,. _ _
SEE STANDARD PLAN F-10.12
1
1 SECTION O
SECTION O 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY)
FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE
CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC.
"CEMENT CONCRETE CURB RAMP "CEMENT CONCRETE CURB RAMP
1Y LIMIT - TYPE SINGLE DIRECTION B" PAY LIMIT -
SEE NOTE 7
DETECTABLE WARNING /
1" (IN) RADIUS • •: • • SURFACE -SEE
CORNER •"°°'°°
• • • • • • STANDARD PLAN F-45.10
PEDESTRIAN CURB
DEPRESSED CURB AND
GUTTER _ SEE NOTE 5
90° ANGLE
RADIUS MAY
VARY
ISOMETRIC VIEW
TYPE SINGLE DIRECTION A
PAY LIMIT
DETAIL OC
ISOMETRIC VIEW
TYPE SINGLE DIRECTION B
PAY LIMIT
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Zeller, Scott
Jun 24 2016 7:21 AM
SINGLE DIRECTION
CURB RAMP
STANDARD PLAN F-40.16-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
CaMv �,ku
@4PiEL, Tun 2920162:29 PM
STATE DESIGN ENGINEER
Adw Washington State Department of Transportation
NOTES
4'-0"MIN. - A 4'-0"MIN.
- A
SEE CONTRACT PLANS SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the
3/8" EXPANSION PEDESTRIAN CURB - 3/8" (IN) EXPANSION
JOINT (TYP.) - SEE PEDESTRIAN CURB - roadway must be contained within the width of the crosswalk markings.
JOINT (TYP.) - SEE SEE NOTE 9
STANDARD PLAN F-30.10 STANDARD PLAN F-30.10 LANDING SEE NOTE 9 2. Where "GRADE BREAK" is called out, the entire length of the grade
LANDING Al break between the two adjacent surface planes shall be flush.
J B 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte-
CURB AND GUTTER * * � SIDEWALK * C nances on any part of the Curb Ramp or Landing, or in the Depressed
Curb and Gutter where the Landing connects to the roadway.
SIDEWALK
See Contract Plans for the curb design specified. See Standard Plan
F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
CURB AND GUTTER ";"
'�"�" �"' ' Pedestrian Curb details.
CURB RAMP
CURB RAMP CURB RAMP ` DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details.
4' - 0" MIN. - / 4' - C" MIN. _ SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk.
SEE CONTRACT PLANS - _ DETECTABLE WARNING SURFACE - _
SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS
'--- -- �
FACE OF CURB � FACE OF CURB DEPRESSED CURB AND GUTTER 6. The Bid Item "Cement Concrete Curb Ramp Type " does not include
DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb_and Gutter,
w CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks.
° 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise
J
z - - shown in the Contract Plans). When applying the 15-foot max. length,
of w PLAN VIEW DETECTABLE WARNING SURFACE - PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single
ILL TYPE PARALLEL A SEE STANDARD PLAN F-45.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk
'm a'_o MIN. over a horizontal distance of 15 feet. Do not include abutting landing(s) in
SEE CONTRACT PLANS GRADE BREAK the15-foot max. measurement. When a ramp is constructed on a radius, the
15-foot max. length is measured on the inside radius along the back of the
❑ 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 _ a SLOPE walkway.
FOR CURB RAMP LENGTHS GREATER THAN 8' - 0"PROVIDE COUNTER TOP OF
CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. * _ 500 ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard
co I'll Specifications 8-14.
_W 9. Pedestrian Curb may be omitted if the ground surface at the back of the
CEMENT CONCRETE PEDESTRIAN I= LANDING DEPRESSED CURB AND GUTTER -
¢ SEE STANDARD PLAN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb
CURB - SEE NOTE 9 > AND NOTE 6 Ramp or Landing and there will be no material to retain.
SECTION O 4' - 0" MIN. 15' - 0" MAX. (TYP.) SEE CONTRACT PLANS SEE NOTE 7 LEGEND
SLOPE IN EITHER DIRECTION
15' - 0" MAX. (TYP.) 4 - 0" MIN. 15- 0" MAX. (TYP.) GRADE BREAK SIDEWALK * 1.5% OR FLATTER RECOMMENDED FOR
SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK - a DESIGN/FORMWORK (2% MAX.)
**
7.5% OR FLATTER RECOMMENDED FOR DESIGN/
SIDEWALK 7
GRADE BREAK GRADE BREAK " FORMWORK (8.3% MAX.) - SEE NOTE 7
CURB RAMP
*-_ * PEDESTRIAN CURB - j 3/8" (IN) EXPANSION JOINT (TYP.) - ��T
a 1 SEE NOTE 9 LANDING 1 SEE STANDARD PLAN F-30.10 �C pV WAS
S' CURB RAMP
\� �I CURB RAMP LANDING
3/8" EXPANSION JOINT (TYP.) - \�
SEE STANDARD PLAN F-30.10
SECTION O
(ALONG INSIDE RADIUS AT BACK OF WALKWAY)
"CEMENT CONCRETE --
PARALLEL A" PAY I
HORIZONTAL SCALE: 1"=20'
20 0 20 40
5 0 5 10
VERTICAL SCALE: 1"=5'
TYPE PARALLEL A PAY LIMIT
SECTION O
(ALONG INSIDE RADIUS AT BACK OF WALKWAY)
"CEMENT CONCRETE CURB RAMP TYPE
PARALLEL B" PAY LIMIT - SEE NOTE 6 ?\
PIPE LENGTHS ARE MEASURED FROM CENTER
OF STRUCTURE TO CENTER OF STRUCTURE,
OR TO END OF PIPE IN THE EVENT IT DOES
NOT TERMINATE IN A STRUCTURE.
ISOMETRIC VIEW
TYPE PARALLEL B PAY LIMIT
• Call 811
• ® two business days
before you dig NO.
-16
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IfS/0NAL
Zeller, Scott
Jun 24 2016 7:19 AM WA
„,
PARALLEL CURB RAMP
STANDARD PLAN F-40.12-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
/ Carpcntcr, Jeff
4 &Ve et, b Jua 29 2016 2:27 PM
AMk STATE DESIGN ENGINEER
Washington State Department of Transportation
REVISION
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SWCO01. 8" CO
CB02, TYPE 1
RIM:23.30
IE:21.43 4" IN
IE:20.39 6" IN
IE:20.39 8" OUT
CB01, TYPE 1
W/BI-DIRECT. VANED GRATE
RIM: 23.93
IE:20.09 8" IN
IE:20.09 8" OUT
W/SOLID LID
RIM:22.41
IE:18.41 8" IN
IE:18.41 8" OUT
C1303, TYPE 1 CB04, TYPE 1
W/SOLID LID W/SOLID LID
RIM: 22.66 RIM: 20.75
IE:18.05 8" IN IE:16.71 8" IN
IE:18.05 8" OUT IE:16.71 8" OUT
FIN
SHE
GAD
-4-
EXISTING
IPE.
0
40
F- 8
CEP
®
.36
0+40 0+60 0+80 1+00 1+20
SCALE: H: 1 "=20' ; V: 1 "=5'
AT EACH NOSING PROVIDE 1/2" EDGE RADIUS
-
AND (4) SAFETY GROOVES TO BE 3/4" APART
AND 1/4" DEEP TOOLED IN PARALLEL WITH
SAFETY STEP EDGER TOOL
1-1/2" O.D. GALV. HANDRAIL, GRIND ALL
WELDS SMOOTH.
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FINISH GRADE OF ADJACENT
PAVING. MATCH TO TOP OF nl oI_
STAIR BOTTOM. O
CHEEKWALL BEYOND MIN. 2' DEPTH. -
PROVIDE CHEEK WALL AT EACH SIDE
OF STAIRS.
R TYP. CL
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12„ 15„
III I
5"I � 1/4" „
I I 2" R TYP.
TYP
a
V-3"
SECTION
rfl O
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30 30
25 25
FINISHED
GRADE
20 20
15 15
10 10
1+40 1+50
SKATE BLOCK
1 PER HANDRAIL TYPICAL,
ALUMINUM; SIZE TO FIT HANDRAIL
MANUFACTURED BY RAVENSFORGE
888-743-3490
WWW.RAVENSFORGE.COM
-HANDRAIL SLEEVE INSERT +/- 2"
DIA., GROUT IN PLACE W/
WATERPROOF NON -SHRINK GROUT.
SLEEVE DEPTH 6".
EXPANSION JOINT, TYP.
AT CHEEK WALL AND
C4 SLAB JOINTS
FINISH GRADE OF ADJACENT
rn, PAVING. MATCH TO TOP OF
STAIR TOP.
i
2
-#4 BAR NOSING
(TYP) 2" CLEAR
- #4 BAR @ 24" O.C. EACH WAY
(2" CLEAR MIN.) TIED TO CHEEK WALL
NOTES:
1. SEE PLANS FOR STAIR LOCATIONS AND EXACT NUMBER OF RISERS.
2. TOP AND BOTTOM OF POSTS MUST ALWAYS EXTEND BEYOND TOP AND BOTTOM OF RISERS AS SHOWN ON THIS DETAIL.
3. PROVIDE MEDIUM BROOM FINISH ON ALL STAIR TREADS UNLESS OTHERWISE SPECIFIED.
CONCRETE STAIRS WITH STEEL HANDRAILS
SCALE: N.T.S.
SURVEYED:
DESIGNED:
DKM
DRAWN:
KLK
CHECKED:
DCD
BY DATE APPR APPROVED:
DCD
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVO 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
R
RENTON
Planning/Building/Public Works Dept
5 0+00 0+20 0+40
STORMWATER POND
SCALE: H: 1 "=20' ; V: 1 "=5'
CB05, TYPE 1
W/BEEHIVE GRATE
RIM:20.63
IE:17.36 6" IN
IE:17.36 8" OUT
CB06, TYPE 2-54"
CB07, TYPE 2-54"
W/SOLID LID
RIM:22.47
IE:15.29 8" IN
IE:15.29 36" OUT
W/SOLID LID
RIM:21.64
IE:15.29 36" IN
IE:15.29 12" OUT
EXI
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GRAPE
PER[
_ORP
TED
UNUFNURAIN
a
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IN :'
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.
ON
ROL
STRUCT
RE
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0+60
I CENTER HANDRAIL IN CHEEK WALL.
I I
1/2" CHAMFER TYP.
II
HANDRAIL SLEEVE INSERT.
8
U.
11 CONC. CHEEKWALL. PROVIDE AT EACH
f� SIDE OF STAIRS.
ELEVATION
w
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C4
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2
#4 REBAR ® 18" O.C. EACH WAY IN
CHEEKWALL (TYP.) COORD. STEEL W/
HANDRAIL SLEEVE LOCATIONS.
COMPACT SUBGRADE TO 95% OF
MAX. DENSITY PER ASTM D-1557
rill
2FT UNDER
FINISHED GRADE
20
EXISTING PIPE.
CONTINUES
DOWNSTREAM.
15
CPEP 0.00 0
5.29
:15.29
10
C.
W
D 4 sitts&hill
CIVIL I STRUCTURAL I SURVEY
A 46449 ,<<j 4815 CENTER STREET I TACOMA, WA. 98409
PHONE: (253) 474-9449 I FAX: (253) 474-0153
NAL`O• http://www.sittshill.com/
roject No.: 19682 Project Mgr.:
REISSUED FOR PERMIT P
Proj. Engineer: DCD Proj. Drafter:
OCTOBER 30, 2023 1 R-425417
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 12/05/2023
DCD
KLK
DATE:
WASHINGTON STATE AUTO 2022.11.30
DEALERS ASSOCIATION (WSADA) FIELDBOOK:
621 SOUTHWEST GRADY WAYRENTONPAGE:
, , WA 98057 DRAWING N0:
WSADA BUILDING ADDITION AND IMPROVEMENTS C3.5
GRADING AND STORMWATER PROFILES SHEET: OF:
17 26
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