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LANDIN
GRADE BREAK
SEE CONTRACT PLANS -
4' - 0" MIN.
CEMENT CONCRETE
SIDEWALK -- SEE NOTE 5
FLARE(TYP.)
3/8" EXPANSION
JOINT (TYP.) -- SEE
STANDARD PLAN F-30.10
GRADE BREAK
CURB, OR CURB
AND GUTTER -
SEE NOTE 4
FACE OF CURB
MEASURED PARALLEL
TO CURB (TYP.)
SLOPE TREATMENT -
SEE STANDARD PLAN F-30.10
A CURB RAMP WIDTH 4' - W MIN. LANDING TO MATCH
CURB RAMP WIDTH - SEE CONTRACT PLANS
LANDING
I GRADE BREAK
G CURB RAMP
SEE CONTRACT PLANS - CEMENT CONCRETE
F 4'- 0" MIN. SIDEWALK - SEE NOTE 5
I
PROVIDE SMOOTH TRANSITION
TO SIDEWALK WIDTH
(TYP.) SEE CONTRACT PLANS -
* 4'-0"MIN.
3/8" EXPANSION
JOINT (TYP.) - SEE
CURB RAMP STANDARD PLAN F-30.10
GRADE
BREAK TRANSITION TO SIDEWALK BUFFER, IF
PRESENT, OR TO BACK OF CURB (TYP.) -
SEE CONTRACT PLANS
/ -
CURB, OR CURB
L AND GUTTER -
DETECTABLE WARNING SURFACE - SEE NOTE 4 B
SEE STANDARD PLAN F-45.10
FACE OF CURB
DEPRESSED CURB AND GUTTER -
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.
TYPE PERPENDICULAR A TYPE
DETECTABLE WARNING SURFACE - (S
SEE STANDARD PLAN F-45.10
4- 0" MIN. 15, - 0" MAX. GRADE BRE,
SEE CONTRACT PLANS SEE NOTE 7 COUN
GRADE BREAK 5.0% I
T
4
LANDING CURB RAMP - la
A PORTION OF THE SE 1/4 OF SECTION 19. TWP. 23 REG. 5 E. WM
A
NOTES
CURB RAMP WIDTH 4'- 0" MIN.
1. At marked crosswalks, the connection between the curb ramp and the road -
LANDING E MATCH CURB RAMP
I WIDTH -SEE CONTRACT PLANS
way must be contained within the width of the crosswalk markings.
Y 9
I
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 any part of the Curb Ramp or Landing, or in front of the Curb
Ramp where it connects to the roadway.
MIN. SEE CONTRACT
4. See Contract Plans for the curb design specified. See Standard Plan
PLANS - 4'- 0" MIN_
*
F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
BUFFER WIDTH -MATCH
Pedestrian Curb details.
CURB RAMP DEPTH
(TYP.)
(T
5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
I
Contract Plans for width and placement of sidewalk.
& The Bid Item "Cement Concrete Curb Ramp Type _" does not include the
adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian
`,
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 -
SEE NOTE 4
the running Slope of the Curb Ramp IS allowed to exceed 8.3%. Use a
I
single constant slope from bottom of ram t0 t0 of ram to match into
9 p p p P
DETECTABLE WARNING SURFACE -
the landing over a horizontal distance of 15 feet. Do not Include the
SEE STANDARD PLAN F.45.10
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.
CLAN VIEW
RPENDICULAR B LEGEND
✓VN WITH BUFFER)
_ SLOPE IN EITHER DIRECTION
1.5 OR FLATTER RECOMMENDED FOR
*
DESIGN/FORMWORK (2% MAX.)
t SLOPE -
* * 7.5% OR FLATTER RECOMMENDED FOR
DESIGN/FORMWORK (8.3% MAX.)
OF ROADWAY
9.5% OR FLATTER RECOMMENDED FOR
* * *
DESIGN/FORMWORK (10% MAX.) _
DEPRESSED CURB AND GUTTER -
1 SEE STANDARD PLAN F-10.12
SECTION OA
CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CHRR RAMP "TYPE
l;tMtN I VVNVKt t PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT
PEDESTRIAN CURB -
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 O
SEE NOTE 4,
LIMIT OF PIPE ZONE
PIPE ZONE al-
BACKFILL, SE
FOUND
LEVEL
FOUN-DAT10N MATERIAL.
IF REQUIRED. SEE NOTE 6
ISOMETRIC VIEW
TYPE PERPENDICULAR A PAY LIMIT
GRAVEL BACiCFILL FOR PIPE ZONE BEDDING (WSDDT 9-D3,12(3jj
OR MAINTENANCE Rf7CK (VVSDOT 9-63.9(4I)
FLEAS LE PIPE NOTES;
1. PROVIT]E UNIPORM SUPPORT UNDER BARRELS.
2. HAND TAMP LENDER HAUNCHES.
3, DIRECTLY OVER PIPE, HAND TAMP ONLY.
4, SEE STANDARD WSDOTIAPWA SPECIFICATIONS SECTION 2-MA FOR
TRENCH WIDTH.
6. PIPE ZONE REDOING AND 8ACKFILL MATERIAL SHALL BE PLACED IN 5'
LOOSE LAYERS AND CO1dPACTE0 TO 95%MAXIMUM DENSITY.
5. EXCAVATE UNSTABLE MATERIAL DOWN TD FIRM SOIL AND REPLACE WITH
FQUNDATIQN MATERIAL CL S5 A OR B PER STANDARD WSDOTIAPWA
5PECIFPCA7I-DNS SECTION B-03.11
PIPE TYPE
MINIMUM
COVER (FT)
PUBLIC?
PRIVATE?
ALLOWED INZONE I
OF THE AFI
LINE CORRUGATED POLYETHYLENE PIPE iLGPEI
2.0
YES
YES
YES
CORRUGATED POLYETHYLENE PIPE (CIE) - TRIPLE WALL
2.0
YES
YE$
yEl;
POLYVINYL. CHLORIDE PIPE (PVC} 1
3-0
YES
YES
YES
SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HOPE;
2.0
YES
YES
YES
POLYPROPYLENE PIPE MP). DURL WALL
20
YES
YES
YES
MINIMUM DISTANCE
DIAMETER
BETWEEN BARRELS
12" TO 24"
1r
W" TO 96'
DIAMETER 13
102• TO lie,
46'
U NLE55 OTHER W 15E NOTED, DRAWING 15 NOT TO SCALE (III
5TD. PLAN - 2i0.10
PUBLIC WORKS PIPE ZONE BEDDING AND &argt3ed6y
DEPARTMENT COMPACTION - FLEXIBLE PIPE actin Pastucha 8/13/20
VW9 Ep i9".t<4.{irdgJ},}Ey(7 DATE
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
ISOMETRIC VIEW
TYPE PERPENDICULAR B PAY LIMIT
80 �Fc1 9
U iG
Xt®NAL Fb
Zeller, Scott
Jun 24 2016 7:20 AM
r�
PERPENDICULAR
CURB RAMP
STANDARD PLAN F-40.15-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Carpenter, Jett
&T,&COCCZ, fiW Jun 29 2016 2:28 PM
STATE DESIGN ENGINEER
Washington State Department of Transportation
S 21 ST ST 209.76E MATCH EX
FLOWLINE ELEVATION
BEGIN TRANSITION TO 8
EXISTING CURB AS NEEDED
210.25 f 51
MATCH BACK OF
EXISITNG SIDEWALK
8' PLANTER
210.29 1 �,
1.5%
210.44
8' SIDEWALK
210.5
2.1 %
100+00
S 21 ST ST
I NT
STA 100+00.21, S 21 ST STREET
STA 201 +29.39, SMITHERS AVE S
O CURB FLTABLE
CURB RAMP
#1
SPOT ELEVATION
CHART
POINT
ELEVATION
A
210.37
(@ FL)
B
210.33
(@ FL)
C
210.29
(@ FL)
D
210.25
(@ FL)
E
210.87
F
210.75
G
210.80
H
210.76
1
210.86
1
210.82
12.5'
PERPENDICULAR A CURB
RAMP PER WSDOT STD PLAN
I
STOP BAR, REFEF
TO SHEET CH-0
FOR DETAIL
STA 201 +73.82, 13.00 LT
EL=210.21'
PROTECT IN PLACE EX CATCH BASIN
PROTECT IN PLACE EX CONCRETE
CURB AND GUTTER
a
EX SIDEWALK
210.03 t
MATCH BACK OF
EXISITNG SIDEWALK
210.26
PROTECT IN PLACE EX WALL
CONNECTION DETAIL
BCR
1 /4
1 /2 0
3/4 0
ECR
■
STATION
OFFSET
ELEV.
100+35.32
23.00' RT
210.50
- - - -
- - - -
210.43
- - - -
- - - -
210.35
----
----
210.28
201+73.82
13.00' LT
210.21
Q=86-20'18" R=25.00' L=37.66'
STA 100+35.32, 23.00 RT
K
Q
EL=210.50'
'
° DETECTABLE WARNING
SURFACE PER WSDOT STD
PLAN F-45.10
O� G
61
O
f 4'
4
�Q
5' SIDEWALK
8' SIDEWALK
LP I
R=10'
PROPOSED STOP SIGN. REFER
TO SHEET CH-01 FOR DETAIL
CURB RAMP/CURB RETURN DETAIL
SCALE: 1 "=5'
CB #6, TYPE 1 (PRIVATE)
W/ THRU CURB INLET
W/TRASH GAURD PLUS
STA 101 +87.38, 25.01' RT
STA 101+82.91, 23.00 RT
EL=210.90'
45"
45"
3.5
3.5'
44'
STA 101+85.38, 25.47 RT
EL=210.83'
STA 101 +91.86, 23.00 RT
EL=210.84'
STA 101 +89.38, 25.47 RT
EL= 210.80'
RECESSED CURB DETAIL
SCALE: 1 "=5'
SCALE: 1' = 5'
5 2.5 0 5 10
R-431513
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
HHuynh 04/17/2025
1 :01
SCALE: 1 "=5'
01C* `
® 33400 8th Avenue South CONSULTING ENGINEERS L L C
=p0�
WA C
N
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D.L
SURVEYED:
SCALE:
N�
VERTICAL: NAD 1983/1991 CITY OF NAVD •
HORIZONTAL: 3/1
DATE:
SOPHIE JO SHORT PLAT 11/19/241
;® I I I
DESIGNED`
Suite 205
N
PI
FIELDBOOK:
Federal Way, WA 98003
FEDERAL WAY (253) 838-6113
-Q
DRAWN:
RENTON
PAGE:
www.esmcivil.com EVERETT (425) 297-9900
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CJR
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DRAWING NO:
Civil Engineering Land Surveying Land Planning
Public Works I Project Management I Landscape Architecture
0�
N
50085 Q
c/ST
CHECKED:
ONE INCH
AT FULL SCALE
DATUM
Planning/Building/Public Works Dept.
0T-02
ESM JOB 41 1-004-023
S/0
REVISION BY DATE AP P R APPROVED:
C NOT ONE INCH
SCALE ACCORDINGLY
UTILITY PERMIT # SHEET: OF:
02/14/2 2�10.
13 23