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PIPE BOLLARD SLOPE CONCRETE
6" 0 STEEL PIPE
FILLED W/ CONCRETE
5 3.5' 2' 24'
PAINT EXPOSED
SURFACE
LANDSCAPE AREA
LANDSCAPE AREA a.
4, d.4 c v Qa
4d 4. G G
Q
a
a
4" THICK CONCRETE
WALKWAY SLAB CEMENT CONCRETE
SPECIAL PAVING TRAFFIC CURB
(PAVERS OR OTHER)
4 4
2' WIDE RIBBON CURB CAPPED
CONCRETE FOOTING W/ DETECTABLE WARNING SURFACE
1' 6"
s
MW MAX.
A
f _ TRUNCATED DOW C a 4kt 40
SECTION CA) Et a 2 -
SECTION 1
SCALE: N.T.S. C3.5
2" MINIMUM THICKNESS HMA CL. IN. PG 64-22 2" MINIMUM THICKNESS HMA CL. J IN. PG 64-22
2" MINIMUM THICKNESS ATB LIGHT PAVEMENT HEAVY PAVEMENT 3" MINIMUM THICKNESS ATB
SECTION SECTION
4" MINIMUM THICKNESS AGGREGATE FOR GRAVEL 4" MINIMUM THICKNESS AGGREGATE FOR GRAVEL
BASE CONFORMING TO SECTION 9-03.10 OF THE BASE CONFORMING TO SEC11ON 9-03.10 OF THE
WSDOT STANDARD SPECIFICATIONS WSDOT STANDARD SPECIFICATIONS
LIGHT
ASPHALT PAVEMENT
SCALE: N.T.S.
PROPERLY PREPARED SUBGRADE CONFORMING
TO THE RECOMMENDATIONS OF THE SOILS
ENGINEER.
HEAVY
ASPHALT PAVEMENT
SCALE: N.T.S.
i" MINIMUM THICKNESS PORTLAND CEMENT
;ONFORMING TO SECTION 9-01.2(1) OF THE
VSDOT STANDARD SPECIFICATIONS
4" MINIMUM THICKNESS AGGREGATE FOR GRAVEL
BASE CONFORMING TO SECTION 9-03.10 OF THE
WSDOT STANDARD SPECIFICATIONS
PROPERLY PREPARED SUBGRADE CONFORMING
TO THE RECOMMENDATIONS OF THE SOILS
ENGINEER.
CONCRETE PAVEMENT
SCALE: N.T.S.
PORTION OF N 1/2 OF SECTION 25, T. 23N, R. 4E, W.M.
VAN ACCESSIBLE
Figure 1 I
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FMANro R7-8 r�« R7-8
ANY
TIME ff R7 -8A
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NON -VAIN ACCESSIBLE
Figure 2,__
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SHEET INFO
LONGACRES BUSINESS CENTER RENTON
REVISIONS
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DRAWING FILE NAME
SCALE
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I ` 12
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(OPTIONAL) TOW AWAY
R7 -2401A, i.2,. X 6"
PARKIIIG i RESERVED
PARKING
RESERVED } SIGN R/ -8j
ANY[
ALF` X 18"
I
IME
_. ._.. ,.- 'SAN ACCESSIBLE R7 -8A,
AN
NO PARKING; 12" X o"
SG
R7 P-1011
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SURFACE
AS
SPECIFIED
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STEEL POST --
CONCRETE
OOTING
I G ., 411
SIGNS CAN BE MOUNTED ON A BUILDING PR-)VTDED THEY ARE NOT OBSTRUCTED FROM VIEW, MOUNTING HEIGH
ON BUILDINGS IS THE SAME AS POLE HEIGHT MOUNTING.
SIGNS SHALL 'NOT BE MOUNTED ON IDOORS OR. WINDOWS AND CAN NOT BE MORE THAN 10 FEET FROM THE EDGE
OF THE PARKING STALL.
ALL ACCESSIBLE SPACES SHALL HAVE A R7-8 SIGN. THE R7-18 SIGNS SHALL BE CENTERED ON S FOOT
PARKING STALL (FIGURE 1.).
INSTALL A "NO PARKING„ SIGN CENTERED AT LEAST 4 FEET YN FRS{NT OF THE i" F -0-C T IvIDlE Vii"d ACCESSiBt
ACC -ESS AISLE (FIGURE 1).
NON -VAN .ACCESSIBLE SPACES REQUIRE A 5 FOOT AISLE "0JIDTH (FIGURE \).
AN ACCESS AISLE CAN BE SHARED BY 2 ACCESSIBLE SPACES.
ADA PARKING & SIGNAGE DETAIL 2
SCALE: N.T.S.
2 EA. #3 REBAR
2„ 4 1,2„
14"
WHEEL STOP DETAIL
SCALE: N.T.S.
NOTES
p A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH A
CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN. 1. Provide a separate Curb Ramp for each marked or unmarked crosswalk.
-'/ - LANDING TO MATCH CURB RAMP
Curb Ramp location shall be placed within the width of the associated
WIDTH SEE CONTRACT PLANSLU crosswalk or as shown in the Contract Plans.
k'- LANDING GRADE BREAK LANDING
} �, GRADE BREAK 2. Where "GRADE BREAK" is called out, the entire length of the grade
00 GRADE BREAK SEE CONTRACT PLANS - CURB RAMP -�
r 4' - 0" MIN. CEMENT CONCRETE SIDEWALK - \ i break between the two adjacent surface planes shall be flush.
¢ SEE CONTRACT PLANS __. SEE NOTE 5 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte-
a 4' PINS
MIN. PROVIDE SMOOTH
CEMENT CONCRETE _ I TRANSITION TO 2 0„ nances in front of the Curb Ramp or on any part of the Curb Ramp or
SIDEWALK SEE NOTES /� SIDEWALK SEE CONTRACT PLANS - \ I MIN.SEE CONTRACT PLANS - Landing.
I / WIDTH (TYP,) 4'- 0" MIN. �4'- 0" MIN.
2.0°11 MAX. 2.o-iJ MAX. 4. See the Contract Plans for the curb design specified. See Standard Plan
FLARE (TYP.) 318" EXPANSION BUFFER WIDTH - MATCH TO F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
.� JOINT (TYP.) -� SEE - __�, CURB RAMP DEPTH (TYP) Pedestrian Curb details.
318" EXPANSION I CURB RAMP STANDARD PLAN F-30.10
JOINT (TYP.) - SEE I I ' �/� I 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk details.
STANDARD PLAN F-30.10 GRADE
BREAK TRANSITION TO SIDEWALK BUFFER, IF See Contract Plans for width and placement of sidewalk.
GRADE BREAK -� PRESENT, OR TO BACK OF CURB (TYP.) i I ""
SEE CONTRACT PLANS<<< 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include
10,0% MAX. E 10.0°�� --_ ,,,, _ the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter,
........ .......
........ ........
.......
........
........ .. ....
.::::
...
::..•::•
........ ..... .
..�--
` .................. ` �- Pedestrian u or Sidewalk.
.....:: •::�::. Ped t ' Curb, S'd
CURB, OR CURB CEMENT CONCRETE
AND GUTTER / CURB, OR CURB - PEDESTRIAN CURB -- 7. The Curb Ramp maximum running slope shall not require the ramp length
SEE NOTE 4 �,___ AND GUTTER -
DETECTABLE WARNING SURFACE - SEE NOTE 4 D `- SEE NOTE 4 to exceed 15 -feet to avoid chasing the slope indefinitely when connecting
� SEE STANDARD PLAN F-46.10 `\ DETECTABLE WARNING SURFACE - to steep grades. When applying the 15 -foot maximum length, the running
FACE OF CURBFACE OF CURB t SEE STANDARD PLAN F-46.10 slope of the Curb Ramp shall as flat as feasible.
_. ......, � �.
,� DEPRESSED CURB AND GUTTER - ` - DEPRESSED CURB AND GUTTER 8. Curb Ramp, Landing, and Flares shall receive broom finish. See
MEASURED PARALLEL J
TO CURB (TYP.) CROSSWALK CROSSWALK
SEE NOTE 4 Standard Specifications 8-14.
I
LEGEND
SLOPE IN EITHER DIRECTION
PLAN VIEW PLAN VIEW
TYPE PERPENDICULAR A TYPE PERPENDICULAR B
DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) CEMENT CONCRETE DETECTABLE WARNING SURFACE -
SEE STANDARD PLAN F-46.10 PEDESTRIAN CURB - SEE STANDARD PLAN F-46.10
SEE NOTE 4
GRADE BREAK
4'- 0" MIN. 15' 0° MAX. _ i .••'
SEE CONTRACT PLANS SEE NOTE 7
SLOPE TREATMENT - ; ------ , _ COUNTER SLOPE -
SEE STANDARD PLAN F-30.10 � '\ p°� MAX �- GRADE BREAK �� 5-0°!o MAX. 3" R. TYP. SEE NOTEED CURB AND GUTTER
i'
8.3% MAX. ` //r/ � � TOP OF ROADWAY
IN
LANDING
CURB RAMP
SECTION (A )
DEPRESSED CURB AND GUTTER -
SEE STANDARD PLAN F-10.12
CEMENT CONCRETE CURB RAMP "TYPE
MIT -•
ISOMETRIC VIEW
TYPE PERPENDICULAR A PAY LIMIT
PERPENDICULAR CURB RAMP
SCALE: N.T.S.
CEMENT CONCRETE CURB
AND GUTTER - SEE NOTE 4 �Q 0Y WAS#� 6Cd
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CURB RADIUS DETAIL
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SIONAL
6 14
PERPENDICULAR
CURB RAMP
STANDARD PLAN F-40.15-02
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Pasco Bakodch /it 6120173
ISOMETRIC VIEW STATE DESIGN ENGINEER DATE
TYPE PERPENDICULAR B PAY LIMIT Washington State Department of Transportation
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WHPd(lf
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12100 NE 195th St Ste 300
Bothell, WA 98011
425-951-4800 Fax 425-951-4808
wwW.whpacific.com
'
BUILDING ,
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
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BY: _Date :
BY Date:
Date:
SHEET INFO
LONGACRES BUSINESS CENTER RENTON
REVISIONS
PROJECT NUMBER
DRAWING FILE NAME
SCALE
0oTED EV
WAS
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�3246
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BY
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APPROVED
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LAST EDIT
7116/2015
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PLOT DATE
7/16/2015
SUBMITTAL
NOTE:
t REBAR AMERICAN GRADE 60 SIZE #3
2. 3000 PSI CONCRETE OR GREATER
3. WEIGHT 200 POUNDS
PROPOSED CEMENT CONCRETE
TRAFFIC CURB
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SAWCUT 2" MIN
CLEAN EDGE FOR CURB INSTALLATION
EXISTING ASPHALT SWALE
a
4
4
d
EXISTING ASPHALT EDGE
NACHES AVENUE SW INSTALLATION OF
CEMENT CONCRETE TRAFFIC CURB
SCALE: N.T.S.
384211
Know what's below,
Call before you dig.
SITE & GRADING DETAILS
SHEET NUMBER
RYAN COMPANY c: CITY OF
C3m5
LONGACRES BUSINESS CENTER RENTON
PROJECT NUMBER
DRAWING FILE NAME
SCALE
P0006568W
0006568W-C-HC01-COR-DATUM
N/A
11 of 28
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