HomeMy WebLinkAboutT-3430147RA
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FACE OF EXISTING BUILDING
MATCH EXISTING FLOOR ELEVATION,
MAINTAIN CLEARANCE FOR PROPER
FUNCTION OF EXISTING DOOR
2.3'
COMMERCIAL HMA
i
PEDESTRIAN RAMP
12:1 MAX SLOPE
FINISHED MATCH BACK OF SIDEWALK
FLOOR EL = 27.77' PROVIDE LL
DEPTH EXPANSION JOINT
SAWCUT
COMPACTED SUBGRADE
4" CEMENT CONCRETE SIDEWALK
4" CSBC
POWER SPORTS FRONTAGE SECTION A -A
FACE OF EXISTING BUILDING
CEMENT CONCRETE
SIDEWALK SECTION
PER TYPICAL SECTIONS
83' PLACE CONCRETE OVER
FINISHED EXISTING CONCRETE
MATCH BACK OF SIDEWALK
FLOOR EL = 27.77' GRADE AND PROVIDE FULL
DEPTH EXPANSION JOINT
2% MAX
SAWCUT
COMPACTED SUBGRADE
4" CEMENT CONCRETE SIDEWALK
4" CSBC
POWER SPORTS FRONTAGE SECTION B -B
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CEMENT CONCRETE
SIDEWALK SECTION
PER TYPICAL SECTIONS
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.
6. PROVIDE FULL DEPTH EXPANSION JOINTS WITH )" JOINT FILLER BETWEEN
ROADSIDE CEMENT CONCRETE SIDEWALK AND BUILDING -SIDE CEMENT CONCRETE
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.
GRADE COMMERCIAL HMA TO DRAIN TOWARD DRAINAGE STRUCTURE
3
FACE OF EXISTING BUILDING
4" YELLOW MATCH EXISTING FLOOR EL,
PAINT LINE MAINTAIN CLEARANCE FOR PROPER
CEMENT CONCRETE FUNCTION OF EXISTING DOOR
THICKENED SIDEWALK EDGE -\
CEMENT CONCRETE SIDEWALK
NEW HMA PER HMA
PARKING AND ENSURE POSITIVE
DRIVEWAY PAVEMENT DRAINAGE TO LOW POINT
DETAIL, SHEET 24. AT DRAINAGE STRUCTURE
FIRESTONE FRONTAGE ELEV TABLE
POINT NO
A COMMERCIAL HMA B
PEDESTRIAN RAMP
OFFSET
ELEVATION
DESCRIPTION
k
. .
43 +19.05
62.42' LT
. -.
- - - -- -, - o
2
43 +30.85
60.48' LT
30.47'
PRC
101.91'
3
43 +41.91
58.63' LT
30.42'
MIDPT
4
°
58.00' LT
30.38'
PT
5
43 +73.70
58.00' LT
30.44'
-
6
43 +81.76
FACE OF EXISTING BUILDING
4" YELLOW MATCH EXISTING FLOOR EL,
PAINT LINE MAINTAIN CLEARANCE FOR PROPER
CEMENT CONCRETE FUNCTION OF EXISTING DOOR
THICKENED SIDEWALK EDGE -\
CEMENT CONCRETE SIDEWALK
NEW HMA PER HMA
PARKING AND ENSURE POSITIVE
DRIVEWAY PAVEMENT DRAINAGE TO LOW POINT
DETAIL, SHEET 24. AT DRAINAGE STRUCTURE
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'
-
REVISION DESCRIPTION
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'
1% MIN-
1' MIN VARIES
4" CSBC
FIRESTONE FRONTAGE SECTION A -A
TOP BACK
OF SIDEWALK
MATCH FINISHED FLOOR EL,
SEE SECT. A -A NOTE
MATCH SIDEWALK
ELEVATION
4" CEMENT
CONCRETE SIDEWALK
_ 12
17.5' 8'
RAMP
4" CSBC
FIRESTONE FRONTAGE SECTION B -B
18.5'
�I 17.5' 8'
RAMP 1
L - • FIRESTONE FRONTAGE NOTES: J II
= I -jl A - - - --
1. MATCH FINISHED FLOOR ELEVATION AND EXISTING CONCRETE SLAB _ _ _
ELEVATION AT DOORWAY. 4 i
_ d
_ ro-
2. MAINTAIN PROPER FUNCTION OF ENTRY WAY AND DOORS.
3. MAINTAIN POSITIVE DRAINAGE TOWARD DRAINAGE STRUCTURES.
4. SLOPE SIDEWALK AT 1% TOWARD BUILDING FACE ALONG FIRESTONE
FRONTAGE. A A °° .3
�A' 9'•- 1 .' . 2
° 5. COORDINATE CONSTRUCTION SCHEDULING WITH THE PROPERTY OWNER AND 5
° OCCUPANT. PROVIDE AT LEAST 1 WEEK NOTIFICATION PRIOR TO -
A CONSTRUCTION. _ A _ Il
6. PROVIDE FULL DEPTH EXPANSION JOINT WITH %" JOINT FILLER BETWEEN - _ _ 4" YELLO 111
CEMENT CONCRETE SIDEWALK AND EXISTING CONCRETE CURB. PRESERVE ` • _ _ _ -
AND PROTECT ALL ELEMENTS OF THE EXISTING STRUCTURE DURING _Ii -1 PAINT LINEI 1
,-
CONSTRUCTION. - _
1_411 7. PROVIDE FULL DEPTH EXPANSION JOINTS WITH
%" JOINT FILLER BETWEEN --
`� ROADSIDE CEMENT CONCRETE SIDEWALK AND BUILDING -SIDE CEMENT
F - - - - - -- - - - - - - - -- - - - - -- CONCRETE SIDEWALK.
I
8. PROVIDE FULL DEPTH EXPANSION JOINTS WITH %" JOINT FILLER
PERPENDICULAR TO THE ROADWAY AT REGULAR SPACING, 10 FT MAXIMUM. FIRESTONE FRONTAGE PLAN VIEW
FINISHED FLOOR EL = 30.11' 1
POUR CONCRETE SIDEWALK AGAINST
EXISTING CONCRETE ENTRANCE SLAB
I
POWER SPORTS FRONTAGE PLAN VIEW
POWER SPORTS FRONTAGE DETAIL
NTS, SEE RESTORATION PLANS, SHEET 201.
9. CEMENT CONCRETE SIDEWALK SURFACES SHALL RECEIVE A LIGHT BRUSH
FINISH.
FIRESTONE
FRONTAGE
DETAIL
NTS, SEE PROPERTY RESTORATION PLANS, SHEET
203.
NEW HMA PER HMA
PARKING
AND DRIVEWAY
PAVEMENT DETAIL,
SHEET 24.
T- 3430141
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SURVEYED: KPG
DRAWN BY: JLF
DESIGN BY: JLF
CHECK BY: NM
PROJMGR: JF
FILE: 0655dREST01.dvvg
11M 10,
R
1539th Avenue 2502 Jefferson Avenue "'ID
Seattle,WA98109 Taooma,WA98402 DOCUMENTS
(1w�l�w o (253) 021 -0120
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CITY OF RENTON
„u
- Public Works Department
APPR FOR CONSTRUCTION
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BY: DATE: /NIL(e
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
PROPERTY RESTORATION DETAILS
DRAWING No. 207
PROJECT NO. TED403430
FED AID NO. - CM0167(046)
DATE: NOV 2011
SHEET NO. 207 OF 304
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE
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