HomeMy WebLinkAboutR-396222NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON
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4' - D" MIN. - SEE
CONTRACT PLANS
C3 CEMENT CONCRETE
::i PEDESTRIAN CURB -
ErSEE NOTE 9
LANDING
CURB RAMP
CEMENT CONCRETE
PEDESTRIAN CURB -
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NOTE 9
m CURB RAMP
DETECTABLE
WARNING SURFACE -
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SEE STANDARD PLAN F 45.1D
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MATCH SIDEWALK (4' - 0" MIN.) -SEE
ol,
CONTRACT PLANS
CEMENT CONCRETE
I
DEPRESSED CURB AND
PEDESTRIAN CURB
_
3/8" IN EXPANSION JOINT P. '-
( ) (TYP.)
GUTTER -• SEE NOTES 4 & 6
SEE NOTE 9 -
1
SEE STANDARD PLAN F-30.10
CEMENT CONCRETE
BUFFER STRIP (TYP.) -
CEMENT CONCRETE CURB
CURB AND GUTTER 6
D SEE CONTRACT PLANS
AND GUTTER - SEE NOTES 4 & 6
SEE NOTES 4 & 6
DETECTABLE WARNING SURFACE-
CROS WALK DEPRESSED CURB AND GUTTER-
DETAIL
SEE STANDARD PLAN 1-45.10
SEE NOTES 4 & 6
CURB RADIUS DETAIL
PLAN VIEW
TYPE COMBINATION
WITH BUFFER
4'- 0" MIN.
CEMENT CONCRETE SEE CONTRACT PLANS
PEDESTRIAN CURB -
SEE NOTE 9
_7
W
LANDING
NOTES
1. At marked crosswalks, the connection between the curb ramp and the roadway must be
contained within the width of the crosswalk markings.
2. Where "GRADE BREAK' is called out, the entire length of the grade break between the two
adjacent surface planes shall be flush.
3. Do not place Gratings, Junction Boxes, Access Covers, or other appurtenances on any part
3" R. of the Curb Ramp or Landing, or in the Depressed Curb and Gutter where the landing
(TYP) connects to the roadway.
4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb,
Curb and Gutter, Depressed Curb, Gutter and Pedestrian Curb details.
5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans
for width and placement of sidewalk.
6. 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 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%D. 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 included
the abutting landing in the 15-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.
8. Curb Ramps and Landings shall receive a broom finish. See Standard 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.
LEGEND
SLOPE IN EITHER DIRECTION
GRADE BREAK 15' - 0" MAX. (TYP.) 4'- 0" MIN. 15' - 0" MAX. (TYP.) * 1.5 OR FLATTER RECOMMENDED FOR
DESIGN/FORMWORK (2% MAX.)
GRADE SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 * * 7.5% OR FLATTER RECOMMENDED FOR
BREAK
JC* COUNTER SLOPE TOP OF GRADE BREAK GRADE BREAK DESIGN/FORMWORK (8.3°/D MAX.)
5 0% MAX. ROADWAY f
DEPRESSED CURB AND GUTTER -CURB RAMP
CURB RAMP SEE STANDARD PLAN F-10.12 CURB RAMPLANDINGAND NOTE 6 1 C®v ��'t .3/8" (IN) EXPANSIONYP.) -
SECTION OA SEE STANDARD PLAN F-30.10
SECTION
1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY)
FOR CURB RAMP LENGTHS GREATER THAN 8'- W PROVIDE
CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC.
"CEMENT CONCRETE CURB RAMP TYPE
A COMBINATION" PAY LIMIT - SEE NOTE 6
DETECTABLE WARNING SURFACE
15' - 0" MAX. SEE STANDARD PLAN F-45.10
SEE NOTE 7
CURB RAMP 4'- 0" MIN. T - 0" MIN. (TYP.)
SEE CONTRACT PLANS SEE CONTRACT BUFFER
PLANS STRIP TOP OF
* ROADWAY
.p
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CEMENT CONCRETE CURB AND
CEMENT CONCRETE PEDESTRIAN GUTTER SEE NOTES 4 & 6
CURB (TYP.) - SEE NOTE 9 SECTION B
ISOMETRIC VIEW
TYPE COMBINATION
PAY LIMIT
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Zeller, Scott
Jun 24 2016 7:20 AM
COMBINATION CURB RAMP
STANDARD PLAN F-40.14-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
CmrenL,,, Jeff
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STATE DESIGN ENGINEER
Washington State Department of Transportation
NOTES
F A- 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp,
-I B C DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of
I E MIN. MAX. CURB RAMP, LANDING, CUT- SURFACE (DWS) the DWS requires a concrete border around the DWS, a variance of up to 2 inches
I THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is permitted.
�� A 1.60" 2.40"
f _ B 0.65" - 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the
A B D C 0.45" 0.90" two leading corners of the DWS panel placed adjacent to the back of the curb, and
E� D o.s° 1.40" BACK OF CURB - """"""""" with no more than a 2 inch gap between the DWS and the back of the curb measured
Q - z' - U MIN. - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS
T TRUNCATED DOME SEE NOTE 2 TYP. OF ALL
E 02' 112" requires a concrete border around the DWS, a variance of up to 2 inches from the
A APPLICATIONS back of the curb is permitted (measured at the leading corners of the DWS panel).
SECTION O
TRUNCATED DOME SPACING 3. The rows of truncated domes shall be aligned to be perpendicular to the grade
SEE NOTE 3 SEE STANDARD SPECIFICATIONS
FOR COLOR OF SURFACE break at the back of curb.
4. The rows of truncated domes shall be aligned to be parallel to the direction of travel.
TRUNCATED DOME DETAILS CURB AND GUTTER MATCH TO WIDTH OF CURB RAMP
LANDING, CUT -THROUGH OR 5. If curb and gutter are not present, such as a shared -use path connection, the
o a WALKWAY Detectable Warning Surface shall be placed at the pavement edge.
m DETECTABLE WARNING SURFACE DETAIL 6. See Standard Plans for sidewalk and curb ramp details.
LANDING OFFSET
CURB RAMP SEE NOTE 8 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at
LANDING the bottom of the ramp and within the required distance from the rail.
WALKWAY WIDTH OF
WALKWAY 8. When the grade break between the curb ramp and the landing is less than or equal to
WALKWAY WALKWAY WIDTH of CUT- 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the
THROUGH (TYP.) bottom of the curb ramp directly above the grade break.
DETECTABLE WARNING
W SURFACE (DWS) - WIDTH OF CUT -THROUGH
a
o SEE NOTE 4 CURB RAMP J (TYP-)
Of BACK OF CURB
W
SINGLE DIRECTION CURB RAMP FLARE FLARE '
m (GRADE BREAK BETWEEN CURB AND MIN.
LANDING15 5 FT. FROM BACK OF CURB)
(SEE NOTE 6) DETECTABLE WARNING DETECTABLE WARNINC
BACK OF CUR!B;-
LANDING SURFACE (DWS) - SURFACE (TYP.) -
W Y DIRECTION OF SEE NOTE 2 SEE NOTE 3 SEE NOTE 3
TRAVEL WIDTH OF CURB RAMP BACK OF CURB
CURB RAMP
SEE NOTE 2
PERPENDICULAR CURB RAMP
WALKWAY WIDTH OF
WALKWAY (SEE NOTE 6)
ISLAND CUT -THROUGH
WIDTH OF CURB RAMP, DETECTABLE WARNING
LANDING, OR WALKWAY SURFACE (TYP.) -
JI,
0" MIN.
URB -
2
?' - 0" MIN.
DETECTABLE WARNING SEE NOTE 3 I... A.tttt'cI 0 WAS& `L
SURFACE (DWS) - SEE NOTE 3
BACK OF CURB - 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 LANDING r WALKWAY
DETECTABLE WARNING
BACK OF CURB SURFACE (DWS) - SEE NOTE 3
SEE NOTE 2 WIDTH OF
LANDING
PARALLEL CURB RAMP
(SEE NOTE 6)
I �
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
PATH OR
•�•• WALKWAY
PEDESTRIAN RAILROAD CROSSING
z SEE NOTE 2 MEDIAN CUT -THROUGH
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Zia USE PATH OR ®:�40� cl STY���
WALKWAY (TYP.)
sst®NAL G
WIDTH OF CUT -THROUGH Zeller, Scott
SHARED -USE Jul 12 2016 4:25 PM
(T� P•) PATH OR
WALKWAY DETECTABLE WARNING
ROUNDABOUT SPLITTER SURFACE
ISLAND PAVEMENT SHOULDER
EDGE STANDARD PLAN F-45.10-02
...........
SHEET 1 OF 1 SHEET
DETECTABLE WARNING APPROVED FOR PUBLICATION
SURFACE (DWS) ewenLeT,Jeff
SEE NOTES 4 & 5 L"ns zoTe2_zePM
STATE DESIGN ENGINEER w�
PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION Washington State Department of Transportation
1 thQAIAII11IDCARy
Surveying
Engineering
Planning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
0 1 AS -BUILT DRAWINGS
NO.
REVISION
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.)
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SLOPE TREATMENT -
SEE STANDARD PLAN F-30.10
A CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH A NOTES
CURB RAMP WIDTH -SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road -
LANDING TO MATCH CURB RAMP way must be contained within the width of the crosswalk markings.
LANDING I WIDTH - SEE CONTRACT PLANS Y
I GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break
CURB RAMP GRADE BREAK between the two adjacent surface planes shall be flush.
SEE CONTRACT PLANS - CEMENT CONCRETE
4' - 0" MIN. SIDEWALK - SEE NOTE 5 I 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten-
I ances on any part of the Curb Ramp or Landing, or in front of the Curb
PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway.
TO SIDEWALK WIDTH 2' - 0"
(TYP.) SEE CONTRACT PLANS - MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan
* _ 4'- 0" MIN. * PLANS -• 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
3/8" EXPANSION _ BUFFER WIDTH - MATCH Pedestrian Curb details.
JOINT TYP. - SEE w TO CURB RAMP DEPTH
I
CURB RAMP STANDARD PLAN F-30.10 I (TYP.)5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
vt I Contract Plans for width and placement of sidewalk.
V,
GRADE `I'
BREAK TRANSITION TO SIDEWALK BUFFER, IF 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the
PRESENT, OR TO BACK OF CURB (TYP.) - " adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian
SEE CONTRACT PLANS D w 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-foot max. length,
T AND GUTTER - I SEE PEDESTRIAN
RIATE 4N CURB - the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a
DETECTABLE WARNING SURFACE - SEE NOTE 4 B I single constant slope from bottom of ramp to top of ramp to match into
SEE STANDARD PLAN F-46.10 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 - DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard
CROSSWALK SEE NOTE 4 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
O CONTRACTION JOINT (TYP.) SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain.
FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE
PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW
TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND
DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER)
SEE STANDARD PLAN F-45.10 SLOPE IN EITHER DIRECTION
GRADE BREAK DESIGN/FORMWORK 5 OR FLATTER RECOMMENDED MAX.) FOR
4' - 0" MIN. 15' - 0" MAX. (TYP.) * °
SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE
COLA MAX. 7.5% OR FLATTER RECOMMENDED FOR
* GRADE BREAK DESIGN/FORMWORK (8.3% MAX.)
D * * TOP OF ROADWAY 9.5% OR FLATTER RECOMMENDED FOR
DESIGN/FORMWORK (10% MAX.)®�IT
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DEPRESSED CURB AND GUTTER -
1
SECTION SEE STANDARD PLAN F-10.12
OA a
CEMENT COCRET
CEMENT CONCRETE CURB RAMP 'TYPE CEMENT CONCRETE CURB RAMP "TYPE �0 $ 2868o
PEDES RIIANNCURBE PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 �� PERPENDICULAR "B" PAY LIMIT - SEE NOTE 6 A� �� -'cI STY��
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
BID REIA 1INCLUDES SIOEWAIK RMIPS
&'MIN. VAtOESISEENOtET) rNIN.
ISEE NOTE S)) 18EE NOTE &)
IO LF OF PAVED r
ORNEWAY REQUIRED
M-EXPANSION JOPJT (TY'P.) CEMENT
STO. PLAN I011 CCEMEMERETE
sroewALK
SEE NOTE 5 }
RAND WITR 1T11V SEENOTET CEMENT CONCRETE
SLOPE ITYP CURBB1.
YY I(.EE FGIGUTE E IR
Yrca+mACTION.IOMT:I
(SEE STOPI-19) PLAN VIEW
(TYPE C3 SHOM, C1 & C2 & CaAA%SIMILAR)
ISEE NOTE 9)
VARES
(SEE NDTE 10) &3%MAX SEE NOTE E 0-I.
"MIN. 10' MIN
C-MENTCONCRETE 1P AtIN.
SIDEWALK N6' E%PANSINT (TYP.(
SECTION OA (SEE ETD. PLONJOIAN IOiI SIDEWALK WIDTH _1
r DIFFERENCE IN SLOPE
ur R( YPA
DRIVEWAY W! SRNE SLOPE ISLOPC SNOWNE%AGGEW.TEO) Is _
t SI4 r'-1-
�f Is" MIN•
NEtTDIPE 6EEDETAKONSTDPLANIN2
SECTION OB
.p-���� � � CEMENT CONCRETE
�Y -N-UTTER
}J IGEE NOTE 3)
NHIC
LELIENT cum & R
CRETE JUL BTD PLAN 1. 21
SIOEWALK
TYPE C2 - ISOMETRIC VIEW
For NOTES see STD. PLAN 104.2
PUBLIC WORKS I CEMENT CONCRETE DRIVEWAY
DEPARTMENT ENTRANCE - TYPES C1, C2,
C3, and C-MAX
MEV 12-13-18 SURVEYED:
LDC
DESIGNED:
MEV
DRAWN:
NC
CHECKED:
MEV
BY DATE APPR APPROVED:
MEV
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
STD. PLAN - 104
VERDCsi: NAw IM
HMZOMAL• t1AD IN13/1"I
DATU V
ISOMETRIC VIEW
TYPE PERPENDICULAR B PAY LIMIT
RIDITEM(INCLUDESSIDEWAI_K WAPS�
I EM
EE
EWALK
�1
CCN TRUCTION JOINT
RAI.IP WITH tIH 1V / SEE NOTEI CEMENT CONCRETE
SLOPE ITYP.1 / B CUR6EENO�R
Ye•CCNTRACTwxmINT (!WI JJJ
I.EETD. PLAN t s1I PLANVIEW
_VARIES
ISEE NOIi t�) R 311.- SEE NOTE RITYPI
.I
r WAIN O'lAIN
CEMENT CONCRETE fi'MIN DEPRESSE-UFE&GUTTFR
BIDEY/ALK Le'E%PANSIOM JOINT RYPI (SEE NOTE 31 .tx�
SECTION OA IREE STD. PLAN 1021 YI
IDM DIFFERENCE IN SLOPE NVUt-
DRIVEwAVWJP bltNE bLOPE ISLOPE bHOWN EXAGGERATED) t6Y.
S,%
. DPIVEvlAY rMIN r. I.nl
DRNEWAYWIRELATIVE N - BE ON O
NEGATNE SLOPE ISLIP, l
SHOWN E-GGERATEOj
CEMENTCONCRETE
CURB & GUTTER
(SEE NOTE 3)
GEMENT
DONLREE S ONDLITHL
SOEWALI( CUR& JTTER
ETAIL STD PLAN -.2,
TYPE RIB - ISOMETRIC VIEW
(RESIDENTIAL, WITH BUFFER)
For NOTES STD PLAN 104.2
ti Y o STD. PLAN - 104.3
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
DEPARTMENT PPR VED:
ENTRANCE -TYPE R16 / 2
N f Ar[
--
-- -
E MIN.
VARIES ISEe NOTE T
6 Mu+--
(SEENOTE 51
(SEE NOTE R)
to LF OF PAVED
OP.PlEWAY REOUIREO
]16' EXPANSION /DINT (iYP.I
(SEE STD. PUN I'+31
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REE NOTES
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C TY OF
RENTON
•
Plan ning/Building/Public Works Dept.
�J®NAL
Zeller, Scott
Jun 24 2016 7:20 AM
C seN
PERPENDICULAR
CURB RAMP
STANDARD PLAN F-40.15-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
�1� Carpenter, Jeff
�'4L7� rej, /"ND 1un292016228PM
STATE DESIGN ENGINEER
Washington State Department of Transportation
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DRAWINGS
N COMPLIANCE WITH CITY OF RENTON STANDARDS W
RENTON SPECIAL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108THAVE SE, RENTON, WA 98055
NOTES AND DETAILS
R-396222
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DATE: OI�
FIELD0.- O 8 - � 7�♦
PAGE: O
DRAWING NO:
DT-04 Z
SHEEP: OF:
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