HomeMy WebLinkAboutR-427705UTILITY CROSSING
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CORE DRILL AND CONNECT
IE EX. SDMH NE 6TH STREET PROFILE
418.04,
♦i ♦♦ FLO%-QNE
TRUNCATED DOMES `
PROPOSED ADA RAMP. SEE DETAIL
ON THIS SHEET ♦♦♦
♦
418.68-
418175
BAIK OF WALK
i
WEST ADA RAMP
SCALE: 1 "=5'
SCALE: 1 "=10' H; 1 "=5' V
1
TEBALDI ENGINEERING, LLC
PO BOX 121
SUMNER, WA 98390
(206) 450-5096
RS
419.12--' Q 41
EAST ADA RAMP
SCALE: 1 "=5'
M. TF
W A S 9�
o
--
,1`, 43524
FS 0 l S l E.R�`
SION A L
2/12/24
4'
r
418.48
FLOWLINE
418.44
FLOWLINE ,
415
410
d'NCATED DOMES
PROPOSED ADA RAMP. SEE DETAILS
ON THIS SHEET
419.15
BACK OF WALK
3 REVISED PER CITY COMMENTS
2 REVISED PER CITY COMMENTS
1 REVISED PER CITY COMMENTS
NO. REVISION
LANDING
GRADE BREAK --
SEE CONTRACT PLANS -
4'-0"MIN.
CEMENT CONCRETE
SIDE -WALK - SEE NOTE 5
FLARE (TYP.)
31B" EXPANSION
JOINT (TYP.) - SEE
STANDARD PLAN P-30A0
GRADE BREAK
rr-
CURB, OR CURB
AND GUTT R -
SEE NOTE 4
FACE OF CUFZ:7
MEASURED PARALLEL
TO CURB (TYP.)
SLOPE TREATMENT -
SEE STANDARD PLAN F-30.10
CURB RAMP VADTH 4'- 0" MIN. LANDING TO MATCH
CURD RAMP WIDTH - SEE CONTRACT PLANS
A
NOTES
CURB RAMP WIDTH 4' - 0" MIN.
1. At marked Crosswalks, the connection between the curb ramp and the road -
LANDING - TO MATCH CURB RAMP
I W10TH � 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-
antes on any part of the Curb Ramp or Landing, or in front of the Curb
Ramp where it connects to the roadway.
2- _ D"
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.
TO CURB RAMP DEPTH
(TYP-)
5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
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
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adjacent Curb, Curb and Gutter, Depressed Curb and Gutter. Pedestrian
wr
Curb, or Sidewalks.
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7. The Curb Ramp length is not required to exceed 15 feet (unless shown
CURB, OR CURB CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foat max. length,
AND GUTTER - PEDESTRIAN CURB - the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a
SEE NOTE 4 B 5EE NOTE 4 single constant slope from bottom of ramp to top of ramp to match into
DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. Do not Include the
FACE OF CURB SEE STANDARD PLAN F-45.10 abutting landing in the 15-foot max. measUrement.
DEPRESSED CURB AND GUTTER S. 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 andlor Landing will be at the same elevation as the Curb
Ramp or Lending and there will not be material to retain.
O CONTRACTION JOINT (TYP.) SEE STANDARD PLAN F-30.10
FOR CURB RAMP LENGTHS GREATER THAN a' - 0" PROVIDE
PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. CC. PLAN VIEW
TYPE PERPENDICULAR A TYPE PERPENDICULAR B
DETECTABLE WARNING SURFACE - (SHO*N WITH BUFFER)
SEE STANDARD PLAN F-45.10
4' - 0" MIN. 15' - 0- MAK MP.j GRAt?E BREAK
SEE CONTRACT PLANS SEE NOTE 7
COUNTER SLOPE
GRADE BREAK 5.0% MAX.
v TOP OF ROADWAY
• ' P A
I..ANOINGa CURB RAMP v C
DEPRESSED CURB AND GUTTER -
1 SI S STANDARD PLAN F-10.12
CEMENT CONCRETE
PEDESTRIAN CURB -
SEE NOTE 4
LANDING
GRADE BREAK
CURB RAMP
SEE CONTRACT PLANS - CEMENT CONCRETE
4'- Q" MIN. 51DEVVALK - SEE NOTE 5
PROVIDE SMOOTH TRANSITION
TO SIDEWALK VU113TH
(TYP.) SEE CONTRACT PLANS
�#' - 0" MIN.
3r8" EXPANSION
JOINT (TYP.) - SEE r
CURB RAMP STANDARD PLAN F-30.10
r,
GRADE �+
BREAK TRANSITION TO SIDEWALK BUFFER, IF
PRESENT, OR TO BACK OF CURB (TYP.) -
* SEE CONTRACT PLANS
DETECTABLE WARNING 5URFACE -
I SEE STANDARD PLAN F-45.10
DEPRESSED CURB AND GUTTER -
CROSSWALK SEE NOTE 4
L
SECTION (A )
CEMENT CONCRETE CURB RAMP "TYPE
PERPENDICULAR W' PAY LIMIT } SEE
DE-ECTABLE WARNING SURFACE
SE 5TANDARD PLAN F-45.10
3" R. TYP DEPRESSED CURB AND GUTTER -
5EE NOTE 4
CEMENT CONCRETE CURB
AND GUTTER - SEE NOTE 4
CURB RADIUS DETAIL
BBA LAND SURVEY
Ewa AS SHOWN
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2/12/24
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BY
DATE
AP P R
NrlMI'm
ISOMETRIC VIEW
TYPE PERPENDICULAR A PAY LIMIT
DATU M
CEMENT CONCRETE CURB RAMP "TYPE
PERPENDICULAR "B" PAY LIMIT
CITY OF
RENTON
Planning/Building/Public Works Dept.
LEGEND
SLOPE IN ErTHER DIRECTION
* 1.5% OR FLATTER RECOMMENDED FOR
DESIGNfFORMWORK 12% MAX.)
7.5% OR FLATTER RECOMMENDED FOR
DESIGNfFORMWORK (S.3% MAK.}
9.5% OR FLATTER RECOMMENDED FOR
* DESIGNfFORMWORK (10% MAX.)
ISOMETRIC VIEW
TYPE PERPENDICULAR B PAY LIMIT
WA
0.
ONAL
Digitally signed by R. Scott Zeiler
Wa: 2,020.09.2213723:53 -07'W'
PERPENDICULAR
CURB RAMP
STANDARD PLAN F-40.1544
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Date: 2a20.09.25
14:4427-07'00'
• 671%7 E DEMON ENUNEER
AffilWosMnglon Swa Dopanmont of Transpotfction
WrAff
R-427705
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Surface Water Enginering DEVELOPMENT ENGINEERING
JFarah 07/11 /2024 yqi 07/10/2024 W)l
GASPAIRE SFR OFFSITE IMPROVEMENTS
NOTES AND DETAIL
39XX NE 6TH STREET
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2/4/23
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