HomeMy WebLinkAboutTRO4103430.44 (2)FACE OF EXISTING BUILDING
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2: 3'
FINISHED
FLOOR EL = 27.77'
FACE OF EXISTING BUILDING
/ MATCH EXISTING FLOOR ELEVATION,
MAINTAIN CLEARANCE FOR PROPER
FUNCTION OF EXISTING DOOR
COMMERCIAL HMA
PEDESTRIAN RAMP
12:1 MAX SLOPE
a:
SAWCUT
COMPACTED SUBGRADE
4" CEMENT CONCRETE SIDEWALK
4" CSBC
POWER SPORTS FRONTAGE SECTION A -A
FACE OF EXISTING BUILDING
2 3' `- PLACE CONCRETE OVER
_ 'EXISTING CONCRETE
I FINISH
FLOOR EL = 27.77'
27. MAX
SAWCUT --
COMPACTED SUBGRADE
4" CEMENT CONCRETE SIDEWALK -
4" CSBC -
MATCH BACK OF SIDEWALK
GRADE AND PROVIDE FULL
DEPTH EXPANSION JOINT
POWER SPORTS FRONTAGE NOTES:
1. MATCH FINISHED FLOOR ELEVATION OF BUILDING AT THE DOORWAY.
2. MAINTAIN PROPER FUNCTION OF ENTRY WAY AND DOORS.
3. SLOPE CEMENT CONCRETE SIDEWALK AWAY FROM BUILDING IN ALL LOCATIONS AND
MAINTAIN POSITIVE DRAINAGE TO DRAINAGE STRUCTURES.
4. COORDINATE CONSTRUCTION SCHEDULING WITH THE PROPERTY OWNER AND
OCCUPANT. PROVIDE AT LEAST 1 WEEK NOTIFICATION PRIOR TO CONSTRUCTION.
5. PROVIDE FULL DEPTH EXPANSION JOINT WITH %" JOINT FILLER BETWEEN
BUILDING -SIDE CEMENT CONCRETE SIDEWALK AND CONCRETE BUILDING FACE.
PRESERVE AND PROTECT ALL ELEMENTS OF THE EXISTING STRUCTURE DURING
CONSTRUCTION.
CEMENT CONCRETE 6. PROVIDE FULL DEPTH EXPANSION JOINTS WITH %" JOINT FILLER BETWEEN
SIDEWALK SECTION ROADSIDE CEMENT CONCRETE SIDEWALK AND BUILDING -SIDE CEMENT CONCRETE
PER TYPICAL SECTIONS SIDEWALK.
7. PROVIDE FULL DEPTH EXPANSION JOINTS WITH %" JOINT FILLER PERPENDICULAR
TO THE ROADWAY AT REGULAR SPACING, 10 FT MAXIMUM.
8. CEMENT CONCRETE SIDEWALK SURFACES SHALL RECEIVE A LIGHT BRUSH FINISH.
9. SEAL ALL HMA JOINTS WITH AR-4000W SEALANT.
MATCH BACK OF SIDEWALK
GRADE AND PROVIDE FULL
DEPTH EXPANSION JOINT
CEMENT CONCRETE
SIDEWALK SECTION
PER TYPICAL SECTIONS
POWER SPORTS FRONTAGE SECTION B-B
1
1
1
GRADE COMMERCIAL HMA TO DRAIN TOWARD DRAINAGE STRUCTURE
I �
1 I
1
♦♦ 6,
- -� ♦♦ A COMMERCIAL HMA B
a :♦ I PEDESTRIAN RAMP
\�♦ I-- -- - --- -----
°- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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°
°
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POWER SPORTS FRONTAGE PLAN VIEW
POWER SPORTS FRONTAGE DETAIL
NTS, SEE RESTORATION PLANS, SHEET 201.
NEW HMA PER HMA
PARKING AND
DRIVEWAY PAVEMENT
DETAIL, SHEET 24.
4" YELLOW
PAINT LINE
CEMENT CONCRETE
THICKENED SIDEWALK EDGE
MATCH EXISTING FLOOR EL,
MAINTAIN CLEARANCE FOR PROPER
FUNCTION OF EXISTING DOOR
\ 4" CEMENT
CONCRETE SIDEWALK
45'
VARIES 27, MAX
41
CEMENT CONCRETE SIDEWALK 1MIN VARIES
4" CSBC -
FIRESTONE FRONTAGE SECTION A -A
FIRESTONE FRONTAGE ELEV TABLE
POINT NO
STATION
OFFSET
ELEVATION
DESCRIPTION
RADIUS
1
43+19.05
62.42' LT
30.49"
MIDPT
2
43+30.85
60.48' LT
30.47'
PRC
101.91'
3
43+41.91
58.63' LT
30.42'
MIDPT
4
43+56.15
58.00' LT
30.38'
PT
5
43+73.70
58.00' LT
30.44'
-
6
43+81.76
58.00' LT
30.48'
-
7
44+00.77
58.00' LT
30.53'
-
8
44+06.78
58.00' LT
30.53'
-
9
43+07.09
62.96' LT
30.49'
PC
101.66'
Tnn n A nv
It u. Ou
FIRESTONE FRONTAGE SECTION B---B
FINIISHED FLOOR F�. - 3011'
POUR CONCRETE SIDEWALK AGAINST
EXISTING CONCRETE ENTRANCE SLAB
i
$' 18.5' 1
1
�I A RAMP 1
FIRESTONE FRONTAGE NOTES:
1. MATCH FINISHED FLOOR ELEVATION AND EXISTING CONCRETE SLAB
ELEVATION AT DOORWAY. - - - NINE
-� ®----�
---- - --AA
-
2. MAINTAIN PROPER FUNCTION OF ENTRY WAY AND DOORS. a C
3. MAINTAIN POSITIVE DRAINAGE TOWARD DRAINAGE STRUCTURES.
4. SLOPE SIDEWALK AT 1 % TOWARD BUILDING FACE ALONG FIRESTONE ° ° ° o _- -
- FRONTAGE. a 4
1 2• -
5. COORDINATE CONSTRUCTION SCHEDULING WITH THE PROPERTY OWNER AND 9�� ¢� oa G 5 6
OCCUPANT. PROVIDE AT LEAST 1 WEEK NOTIFICATION PRIOR TO
° CONSTRUCTION. - Y_ ..__
° 6, PROVIDE FULL DEPTH EXPANSION JOINT WITH %" JOINT FILLER BETWEEN _ _ ®_ _ - - 4 Y„ Y I `I
CEMENT CONCRETE SIDEWALK AND EXISTING CONCRETE CURB. PRESERVE YELLOW ,I
AND PROTECT ALL ELEMENTS OF THE EXISTING STRUCTURE DURING �_----�-_ PAINT LINE] I
I
CONSTRUCTION. i _ _ _ - - - I I
7. PROVIDE FULL DEPTH EXPANSION JOINTS WITH Y8" JOINT FILLER BETWEEN
ROADSIDE CEMENT CONCRETE SIDEWALK AND BUILDING -SIDE CEMENT I 1
CONCRETE SIDEWALK.
1
oW HMA PER HMA
IRKING
JD DRIVEWAY
�VEMENT DETAIL,
IEET 24.
8. PROVIDE FULL DEPTH EXPANSION JOINTS WITH Y8" JOINT FILLER
PERPENDICULAR TO THE ROADWAY AT REGULAR SPACING, 10 FT MAXIMUM.
9. CEMENT CONCRETE SIDEWALK SURFACES SHALL RECEIVE A LIGHT BRUSH
FINISH.
FIRESTONE FRONTAGE PLAN VIEW
FIRESTONE FRONTAGE DETAIL
NTS, SEE PROPERTY RESTORATION PLANS, SHEET
203.
T=3430147
4�N GIA� o 11-14-11
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SURVEYED: KPG
DRAWN BY: JLF�-
DESIGN BY: JLF -
CHECK BY: NM
PROJ MGR: JF
FILE: 0655dREST01.dwg
IPCM411k'
K
7539thAvenueN 2502JeffersonAvenue BID
Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS
(206) 286.1640 (253) 627.0720
www•kpg.com
CITY OF RENTON
="
Public Works Department
APPR FOR CONSTRUCTION
BY: � DATE: Flf
RAINIER AVENUE S (SR 1 67)
S G RADY WAY TO S 2N D ST
PROPERTY RESTORATION D E-'V-AILS
DRAWING NO. 207
PROJECT NO. TED40343f �
FED AID NO.-CM01l;7f04t3j
T
i
DATE: NOV 2011
SHEET NO. 207 OF 304
-
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE