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IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3974CEDAR RIDGE SHORT PLAT
PLAT PLAN COVER SHEETCEDAR RIDGE SHORT PLATSHEET 01LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397401 PR17-000233
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3974CEDAR RIDGE SHORT PLAT
NOTESCEDAR RIDGE SHORT PLATSHEET 02LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397402 PR17-000233
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TEMPORARY EROSION CONTROL PLANCEDAR RIDGE SHORT PLATSHEET 03LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397403 PR17-000233
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TEMPORARY EROSION CONTROL DETAILSCEDAR RIDGE SHORT PLATSHEET 04LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397404 PR17-000233
Tree No.DBH Species North East South West DL
34 8 Douglas-fir DL DL DL DL 12
39 56 Western red-cedar DL 28 PL PL 20
40 9 Pine DL DL PL DL 10
41 7 Chestnut DL DL PL DL 14
Tree No.Species DBH DL To Remove To Remain
1 (LM)Western red-cedar 56 18 X
2 (UH)Purpleleaf plum 15 8 X
3 Douglas-fir 25 16 X
4 (RW)Pine 22 12 X
5 (UH)Purpleleaf plum 12 10 X
6 (UH)Pear 15 12 X
7 Chestnut 7,7,15,22 22 X
8 Douglas-fir 28 16 X
9 Holly 6,6,7 10 X
10 Douglas-fir 25 16 X
11 Black locust 27 16 X
12 Douglas-fir 26 16 X
13 Western red-cedar 26 12 X
14 Douglas-fir 23 18 X
15 Douglas-fir 28 18 X
16 (LM)Douglas-fir 30 18 X
17 Western red-cedar 26 20 X
18 (LM)Western red-cedar 44 25 X
19 Black locust 7 12 X
20 Douglas-fir 17 16 X
21 Douglas-fir 19 16 X
22 Douglas-fir 19,23 16 X
23 Douglas-fir 25 18 X
24 Douglas-fir 22 18 X
25 Douglas-fir 23 18 X
26 Red alder 8 14 X
27 (UH)Red alder 16 14 X
28 (UH)Red alder 15 14 X
29 (UH)Red alder 11 14 X
30 (UH)Red alder 9 14 X
31 (UH)Red alder 8 14 X
32 (UH)Red alder 14 14 X
33 (UH)Red alder 14 16 X
34 Douglas-fir 8 12 X
35 Western red-cedar 22,22 14 X
36 (LM)Douglas-fir 38 20 X
37 (LM)Western red-cedar 50 18 X
38 (LM)Western red-cedar 43 20 X
39 (LM)Western red-cedar 56 20 X
40 Pine 9 10 X
41 Chestnut 7 14 X
42 (OS)Douglas-fir 14 16 X
43 (OS)Douglas-fir 24 16 X
44 (OS)Douglas-fir 26 16 X
45 (OS)Douglas-fir 16 16 X
46 (OS)Douglas-fir 10 16 X
47 (OS)Douglas-fir 26 16 X
48 (OS)Douglas-fir 27 16 X
49 (OS)Douglas-fir 29 16 X
50 (OS)Douglas-fir 11 16 X
51 (OS)Douglas-fir 15 16 X
52 (OS)Douglas-fir 10 16 X
53 (OS)Douglas-fir 20 16 X
54 (OS)Douglas-fir 20 16 X
55 (OS)Douglas-fir 22 16 X
W
ER
ISGSTOFTEA E DTER ONSH
N
GI
TA
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3974CEDAR RIDGE SHORT PLAT
TREE RETENTION PLANCEDAR RIDGE SHORT PLATSHEET 05LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397405 PR17-000233Tree No.Species DBH DL To Remove To Remain
56 (RW)Maple 4 30 X
57 (RW)Cottonwood 48 30 X
58 (RW)Maple 5 20 X
59 (RW)Maple 4, 6 20 X
60 (RW)Maple 16 20 X
61 (RW)Maple 4, 6, 7 20 X
62 (RW)Maple 5, 6 20 X
63 (RW)Fir 5 10 X
64 (RW)Cottonwood 38 20 X
65 (RW)Cottonwood 9 15 X
66 (RW)Cottonwood 40 28 X
CB #5 (TYPE II - 48" Ø)
CB #4 (TYPE I)
CB #7 (TYPE I)
CB #6 (TYPE I)
CB #8 (TYPE I)CB #9 (TYPE I)
YD #1
YD #2
YD #3
SDCO #2
SDCO #1
SDCO #4
SDCO #3
YD #4
YD #6 (PRIVATE)
SDCO #5
YD #5
CB #10 (TYPE II-48"Ø)
CB #1 (TYPE II-48"Ø)
*CB #2 (TYPE I)
*CB#11 (TYPE I)
CB #12 (TYPE I)
CB #1
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3974CEDAR RIDGE SHORT PLAT
GRADING AND DRAINAGE PLANCEDAR RIDGE SHORT PLATSHEET 06LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397406 PR17-000233DETENTION VAULT
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3974CEDAR RIDGE SHORT PLAT
VAULT PLANCEDAR RIDGE SHORT PLATSHEET 07LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397407 PR17-000233
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VAULT SECTIONSCEDAR RIDGE SHORT PLATSHEET 08LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397408 PR17-000233
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3974CEDAR RIDGE SHORT PLAT
COMPOSITE UTILITY PLANCEDAR RIDGE SHORT PLATSHEET 09LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397409 PR17-000233WWP-27-3974S-397401
CB #1 (TYPE II-48")
EX. CB#4 (TYPE I)
CB#11 (TYPE I)
*CB #2 (TYPE I)
*CB#11 (TYPE 1)
CB #1 (TYPE II - 48"Ø)
EX. SSMH #1 (TYPE 1 - 48" DIA.)
EX CB #4 (TYPE I)
CB #2 (TYPE I)
CB#11 (TYPE I)
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SE 2ND PLACE FRONTAGE PLANCEDAR RIDGE SHORT PLATSHEET 10LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397410 PR17-000233
EX. SSMH #3 (TYPE 1 -48" DIA.)
EX. SSMH #2 (TYPE 1 - 48" DIA.)
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3974CEDAR RIDGE SHORT PLAT
SE 2ND PLACE FRONTAGE PLANCEDAR RIDGE SHORT PLATSHEET 11LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397411 PR17-000233CURVE NO.R L Δ
1 35'54.1'88.5°
2 25'10.1'23.1°
3 25'10.1'23.1°
CB#5 (TYPE II - 48" Ø)
EX. CB #2 (TYPE II)EX. CB #1 (TYPE II)
EX. SSMH #2
EX. SSMH #3
CB #4 (TYPE I)
CB#5 (TYPE II - 48" Ø)
CB #4 (TYPE I)
CB #5 (TYPE II - 48" Ø)
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156TH AVE FRONTAGE PLANCEDAR RIDGE SHORT PLATSHEET 12LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397412 PR17-000233
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STORM DETAILSCEDAR RIDGE SHORT PLATSHEET 13LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397413 PR17-000233
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CEDAR RIDGE SHORT PLAT
SS DETAILSCEDAR RIDGE SHORT PLATSHEET 14LUA17-000263C17-004067CEDAR RIDGE SHORT PLATPR17-000233WWP-27-3974S-397402
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3974CEDAR RIDGE SHORT PLAT
DETAILSCEDAR RIDGE SHORT PLATSHEET 15LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397414 PR17-000233
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3974CEDAR RIDGE SHORT PLAT
DETAILSCEDAR RIDGE SHORT PLATSHEET 16LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397415 PR17-000233
SHEET 1 OF 1 SHEET
0.65"
0.9"
0.45"
1.
2.
3.
4.
CURB RAMP
__
0.90"
2.40"1.60"
1.40"6' MIN.15' MAX.6' MIN.15' MAX.RAIL
LANDING
CURB RAMPCURB RAMP
LANDING
0.2"0.2"
PLACEMENT GUIDELINES
CURB RAMP
SEE NOTE 3
5.
6.
PARALLEL CURB RAMP
SINGLE DIRECTION CURB RAMP
SHOULDER2'- 0"MIN.ROUNDABOUT SPLITTER
ISLAND6' - 0" MIN.DRAWN BY: FERN LIDDELLDETECTABLE WARNING SURFACE DETAIL
TRUNCATED DOME DETAILS
WIDTH OF
WALKWAY
CURB AND GUTTER
PATH OR
WALKWAY
WIDTH OF CURB RAMP
CURB RAMP, LANDING, CUT-
THROUGH OR WALKWAY
MATCH TO WIDTH OF CURB RAMP,
LANDING, CUT-THROUGH OR
WALKWAY
SHARED-USE
PATH OR
WALKWAY
WIDTH OF SHARED-
USE PATH OR
WALKWAY (TYP.)
WALKWAY WALKWAY
FLAREFLARE
WALKWAYWALKWAY
WIDTH OF
LANDING
BACK OF CURB ~
SEE NOTE 2
(GRADE BREAK BETWEEN CURB AND
LANDING > 5 FT. FROM BACK OF CURB)
CURB RAMP
WIDTH OF
WALKWAY
SINGLE DIRECTION CURB RAMP
BACK OF CURB
GRADEBREAKGRADEBREAK7.
8.
DETECTABLE WARNING
SURFACE (DWS) ~
SEE NOTE 3
PAVEMENT
EDGE
2' - 0"
MIN.(GRADE BREAK BETWEEN CURB AND
LANDING ≤ 5 FT. FROM BACK OF CURB)
2' - 0" MIN.
2' - 0" MIN.
BACK OF CURB ~
SEE NOTE 2
BACK OF CURB ~
SEE NOTE 2
BACK OF CURB ~
SEE NOTE 2
DETECTABLE WARNING
SURFACE (DWS) ~
SEE NOTES 4 & 7
OFFSET
SEE NOTE 8
DETECTABLE WARNING
SURFACE (DWS) ~
SEE NOTES 4 & 5
WIDTH OF CUT-THROUGH
(TYP.)
BACK OF CURB ~
SEE NOTE 2BACK OF CURB ~
SEE NOTE 2
BACK OF CURB ~
SEE NOTE 2
DETECTABLE WARNING
SURFACE (DWS) ~
SEE NOTE 4
WIDTH OF CURB RAMP,
LANDING, OR WALKWAY
2' - 0" MIN. ~
TYP. OF ALL
APPLICATIONS
DETECTABLE WARNING
SURFACE (DWS) ~
SEE NOTE 3
DETECTABLE WARNING
SURFACE (TYP.) ~
SEE NOTE 3
DETECTABLE WARNING
SURFACE (TYP.) ~
SEE NOTE 3
DETECTABLE WARNING
SURFACE (DWS) ~ SEE NOTE 3
PERPENDICULAR CURB RAMP
DETECTABLE WARNING
SURFACE (DWS) ~ SEE NOTE 3
DETECTABLE WARNING
SURFACE
SEE STANDARD SPECIFICATIONS
FOR COLOR OF SURFACE
WIDTH OF CUT-
THROUGH (TYP.)
WIDTH OF CUT-THROUGH
(TYP.)
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.
The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the
two leading corners 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).
The rows of truncated domes shall be aligned to be perpendicular to the grade
break at the back of curb.
The rows of truncated domes shall be aligned to be parallel to the direction of travel.
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.
See Standard Plans for sidewalk and curb ramp details.
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.
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.
DIRECTION OF TRAVEL
LANDING
WALKWAY
LANDING
WALKWAY
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3974CEDAR RIDGE SHORT PLAT
DETAILSCEDAR RIDGE SHORT PLATSHEET 17LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397416 PR17-000233
SHEET 1 OF 1 SHEET
LANDING
CURB RAMP
FACE OF CURB
CURB RAMP
CURB RAMP
CURB RAMP
LANDING
LANDING
4"(TYP.)FACE OF CURB
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
CURB AND GUTTER
CROSSWALKCROSSWALK
GRADE BREAKGRADE BREAK
GRADE BREAK
3" R.
LANDING
TYPE PARALLEL A TYPE PARALLEL B
SEE CONTRACT PLANS
1.
2.
3.
LANDINGCURB RAMP 4"(TYP.) TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT
SLOPE IN EITHER DIRECTION
TOP OF
ROADWAY
COUNTER SLO
P
E
5.0% MAX.VARIESSEE CONTRACT PLANS
4.
5.
6.
7.
8.
9.
GRADE BREAK
GRADE BREAK
4' - 0" MIN. ~
SEE CONTRACT PLANS
DETECTABLE WARNING SURFACE ~
SEE STANDARD PLAN F-45.10
DETECTABLE WARNING SURFACE ~
SEE STANDARD PLAN F-45.10
PEDESTRIAN CURB ~
SEE NOTE 9
DETECTABLE WARNING SURFACE ~
SEE STANDARD PLAN F-45.10
PEDESTRIAN CURB ~
SEE NOTE 9
4' - 0" MIN. ~
SEE CONTRACT PLANS
PEDESTRIAN CURB ~
SEE NOTE 9
CEMENT CONCRETE PEDESTRIAN
CURB ~ SEE NOTE 9
4' - 0" MIN.
4' - 0" MIN.
4' - 0" MIN.
SEE CONTRACT PLANS
3/8" EXPANSION JOINT (TYP.) ~
SEE STANDARD PLAN F-30.10
"CEMENT CONCRETE CURB RAMP TYPE
PARALLEL B" PAY LIMIT ~ SEE NOTE 6
"CEMENT CONCRETE CURB RAMP TYPE
PARALLEL A" PAY LIMIT ~ SEE NOTE 6
PARALLEL CURB RAMPDRAWN BY: FERN LIDDELL4"(TYP.)*
**7.5% OR FLATTER RECOMMENDED FOR DESIGN/
FORMWORK (8.3% MAX.) ~ SEE NOTE 7***
(ALONG INSIDE RADIUS AT BACK OF WALKWAY)
(ALONG INSIDE RADIUS AT BACK OF WALKWAY)
15' - 0" MAX. (TYP.)
SEE NOTE 7
*
**
15' - 0" MAX. (TYP.)
SEE NOTE 7
15' - 0" MAX. (TYP.)
SEE NOTE 7
*
**
*
DEPRESSED CURB AND GUTTER
DEPRESSED CURB AND GUTTER
4' - 0" MIN. ~
SEE CONTRACT PLANS 4' - 0" MIN. ~
SEE CONTRACT PLANS
1.5% OR FLATTER RECOMMENDED FOR
DESIGN/FORMWORK (2% MAX.)
CURB AND GUTTER
DEPRESSED CURB AND GUTTER ~
SEE STANDARD PLAN F-10.12
AND NOTE 6
**
1
1 CONTRACTION JOINT (TYP.) ~ SEE STANDARD PLAN F-30.1
FOR CURB RAMP LENGTHS GREATER THAN 8' - 0"PROVIDE
CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC.
1
CURB RAMP
3/8" (IN) EXPANSION JOINT (TYP.) ~
SEE STANDARD PLAN F-30.10
3/8" (IN) EXPANSION
JOINT (TYP.) ~ SEE
STANDARD PLAN F-30.10
3/8" EXPANSION
JOINT (TYP.) ~ SEE
STANDARD PLAN F-30.10
At marked crosswalks, the connection between the landing and the
roadway must be contained within the width of the crosswalk markings.
Where "GRADE BREAK" is called out, the entire length of the grade
break between the two adjacent surface planes shall be flush.
Do not place Gratings, Junction Boxes, Access Covers, or other appurte-
nances on any part of the Curb Ramp or Landing, or in the Depressed
Curb and Gutter where the Landing connects to the roadway.
See Contract Plans for the curb design specified. See Standard Plan
F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
Pedestrian Curb details.
See Standard Plan F-30.10 for Cement Concrete Sidewalk Details.
See 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.
The Curb Ramp length is not required to exceed 15 feet (unless otherwise
shown in the Contract Plans). When applying the 15-foot max. length,
the running slope of the curb ramp is allowed to exceed 8.3%. Use a single
constant slope from bottom of ramp to top of ramp to match into the sidewalk
over a horizontal distance of 15 feet. Do not include abutting landing(s) in
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
walkway.
Curb Ramps and Landings shall receive a broom finish. See Standard
Specifications 8-14.
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 be no material to retain.
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3974CEDAR RIDGE SHORT PLAT
DETAILSCEDAR RIDGE SHORT PLATSHEET 18LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397417 PR17-000233
SHEET 1 OF 1 SHEET
FACE OF CURB
CURB RAMP
CROSSWALK
`
LANDING
TOP OF ROADWAY
CROSSWALK
`
LANDING
LANDING
CURB RAMP
FACE OF CURB
2' - 0"
MIN.
3" R. TYP.
MEASURED PARALLEL
TO CURB (TYP.)
(SHOWN WITH BUFFER)
GRADE BREAKGRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
TYPE PERPENDICULAR B PAY LIMIT TYPE PERPENDICULAR A PAY LIMIT
CEMENT CONCRETE CURB RAMP "TYPE
SEE CONTRACT PLANS
DEPRESSED CURB AND GUTTER
CURB RAMP
GRADE BREAK
3/8" EXPANSION
JOINT (TYP.) ~ SEE
STANDARD PLAN F-30.10
3/8" EXPANSION
JOINT (TYP.) ~ SEE
STANDARD PLAN F-30.10
PERPENDICULAR
CURB RAMP4"(TYP.)CEMENT CONCRETE
SIDEWALK ~ SEE NOTE 5
PLAN VIEW PLAN VIEW
CEMENT CONCRETE CURB
AND GUTTER ~ SEE NOTE 4
GRADE
BREAK
FLARE (TYP.)
4' - 0" MIN.
DETECTABLE WARNING SURFACE ~
SEE STANDARD PLAN F-45.10
DEPRESSED CURB AND GUTTER ~
SEE STANDARD PLAN F-10.12
DETECTABLE WARNING SURFACE ~
SEE STANDARD PLAN F-45.10
DEPRESSED CURB AND GUTTER ~
SEE NOTE 4
CURB, OR CURB
AND GUTTER ~
SEE NOTE 4
DEPRESSED CURB AND GUTTER ~
SEE NOTE 4
DETECTABLE WARNING SURFACE ~
SEE STANDARD PLAN F-45.10
SEE CONTRACT PLANS ~
4' - 0" MIN.
CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH
CURB RAMP WIDTH ~ SEE CONTRACT PLANS
SEE CONTRACT PLANS ~
4' - 0" MIN.
TRANSITION TO SIDEWALK BUFFER, IF
PRESENT, OR TO BACK OF CURB (TYP.) ~
SEE CONTRACT PLANS
CURB, OR CURB
AND GUTTER ~
SEE NOTE 4
SEE CONTRACT PLANS ~
4' - 0" MIN.
CEMENT CONCRETE
PEDESTRIAN CURB ~
SEE NOTE 4
DETECTABLE WARNING SURFACE ~
SEE STANDARD PLAN F-45.10
CURB RAMP WIDTH 4' - 0" MIN.
LANDING TO MATCH CURB RAMP
WIDTH ~ SEE CONTRACT PLANS
CEMENT CONCRETE
PEDESTRIAN CURB ~
SEE NOTE 4
COUNTER SLOPE ~
5.0% MAX.DRAWN BY: FERN LIDDELLCEMENT CONCRETE CURB RAMP "TYPE
PROVIDE SMOOTH TRANSITION
TO SIDEWALK WIDTH
(TYP.)
1.
2.
3.
4.
5.
6.
7.
8.
9.
*
SLOPE IN EITHER DIRECTION
7.5% OR FLATTER RECOMMENDED FOR
DESIGN/FORMWORK (8.3% MAX.)
1.5 OR FLATTER RECOMMENDED FOR
DESIGN/FORMWORK (2% MAX.)
BUFFER WIDTH ~ MATCH
TO CURB RAMP DEPTH
(TYP.)
SEE CONTRACT
PLANS ~ 4' - 0" MIN.
**
***9.5% OR FLATTER RECOMMENDED FOR
DESIGN/FORMWORK (10% MAX.)
***
15' - 0" MAX. (TYP.)
SEE NOTE 7
****
**
PERPENDICULAR "A" PAY LIMIT ~ SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT ~ SEE NOTE 6
SLOPE TREATMENT ~
SEE STANDARD PLAN F-30.10
**
CEMENT CONCRETE
SIDEWALK ~ SEE NOTE 5
1
1 CONTRACTION JOINT (TYP.) ~ SEE STANDARD PLAN F-30.10
FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE
CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC.
At marked crosswalks, the connection between the curb ramp and the road-
way must be contained within the width of the crosswalk markings.
Where "GRADE BREAK" is called out, the entire length of the grade break
between the two adjacent surface planes shall be flush.
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.
See Contract Plans for the curb design specified. See Standard Plan
F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
Pedestrian Curb details.
See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
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.
The Curb Ramp length is not required to exceed 15 feet (unless shown
otherwise in the Contract Plans). When applying the 15-foot max. length,
the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a
single constant slope from bottom of ramp to top of ramp to match into
the landing over a horizontal distance of 15 feet. Do not include the
abutting landing in the 15-foot max. measurement.
Curb Ramps and Landings shall receive a broom finish. See Standard
Specifications 8-14.
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.
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3974CEDAR RIDGE SHORT PLAT
DETAILSCEDAR RIDGE SHORT PLATSHEET 19LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397418 PR17-000233
OS CB #2 (TYPE I)
OS CB#1 (TYPE I)
EX. CB #6 (TYPE I)
EX CB #5 (TYPE I)
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3974CEDAR RIDGE SHORT PLAT
OFFSITE CONVEYANCE SWALE REPLACEMENT PLANCEDAR RIDGE SHORT PLATSHEET 20LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397419 PR17-000233
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3974CEDAR RIDGE SHORT PLAT
CHANNELIZATION PLANCEDAR RIDGE SHORT PLATSHEET 21LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397420 PR17-000233
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3974CEDAR RIDGE SHORT PLAT
EXISTING CONDITIONSCEDAR RIDGE SHORT PLATSHEET 22LUA17-000263C17-004067CEDAR RIDGE SHORT PLATR-397421 PR17-000233