HomeMy WebLinkAboutT-34301461,
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EXISTING CONCRETE
STAIRWAY AND LANDING
19.0' 8.0'
MATCH BACK OF 12:1 Mf
SIDEWALK EL. ADA
RAMP
D'
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MATCH ELEVATION AT TOP
OF EXISTING FIRST STEP
PROVIDE FULL DEPTH EXPANSION
JOINT AGAINST FACE OF EXISTING STEP
4" CEMENT CONCRETE SIDEWALK
-1� 4" CSBC -/
COMPACTED SUBGRADE
APPROXIMATE ELEVATION AT TOP
OF EXISTING CONCRETE WALKWAY,
REMOVE EXISTING SIDEWALK AND
INSTALL NEW SIDEWALK TO MATCH
TOP OF FIRST STEP
32.6' 6.0'
MATCH FINISHED FLOOR ELEVATION
4" YELLOW
PAINT LINE
FACE OF EXISTING
VETERINARY CLINIC BUILDING
MATCH BACK OF SIDEWALK GRADE AND
PROVIDE FULL DEPTH EXPANSION JOINT,
SEE POINTS TABLE, THIS SHEET
CEMENT CONCRETE SIDEWALK SECTION
SLOPE DETERMINED BY END POINTS
AND EX. STEP ELEVATION
VETERINARY CLINIC FRONTAGE SECTION A -A
REMOVE EXISTING SIDEWALK AND
REPLACE WITH CEMENT CONCRETE 3.•�
SIDEWALK ELEVATEDJD -PTCH TOP OF
THE FIRST STEP OF ADJA NT STAIRS
EXISTING STAIRS
AND LANDING
A ■■ . �.N .. ■
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VETERINARY CLINIC FRONTAGE DETAIL
NTS, SEE PROPERTY RESTORATION PLANS, SHEET 201.
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4" YELLOW
PAINTLINE
4 D �
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CEMENT CONCRETE
:r THICKENED SIDEWALK EDGE
■
■ iO
■ VETERINARY CLINIC FRONTAGE NOTES:
■
1. TOP OF CEMENT CONCRETE SIDEWALK TO MATCH ELEVATION OF THE TOP
OF THE LOWEST EXISTING STEP.
2' 2. WHERE CEMENT CONCRETE SIDEWALK IS ADJACENT TO BUILDING, SLOPE
AWAY FROM BUILDING AT 2% MAX CROSS SLOPE IN ALL LOCATIONS.
_=
00 3. COORDINATE CONSTRUCTION SCHEDULING WITH THE PROPERTY OWNER
A o o AND OCCUPANT. PROVIDE AT LEAST 1 WEEK NOTIFICATION PRIOR TO
o CONSTRUCTION.
-,__ - -- 4. PROVIDE FULL DEPTH EXPANSION JOINT WITH %" JOINT FILLER BETWEEN
CEMENT CONCRETE SIDEWALK AND CONCRETE BUILDING FACE. PRESERVE
AND PROTECT ALL ELEMENTS OF THE EXISTING STRUCTURE DURING
S CONSTRUCTION.
\\ 5. PROVIDE FULL DEPTH EXPANSION JOINTS WITH %" JOINT FILLER BETWEEN
/ \ CEMENT CONCRETE SIDEWALK AND EXISTING CONCRETE STAIRWAY.
6. CEMENT CONCRETE SIDEWALK SURFACES SHALL RECEIVE A LIGHT BRUSH
FINISH.
VETERINARY CLINIC FRONTAGE PLAN VIEW
FACE OF EXISTING BUILDING
MATCH EXISTING FLOOR EL
MAINTAIN CLEARANCE FOR PROPER
FUNCTION OF EXISTING DOOR
i
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i
4" CEMENT
CONCRETE SIDEWALK
FINISHED FLOOR EL = 25.5'
- 60' �, / �� J VARIES
SAX
CEMENT CONCRH WALK,t�,
MATCH FINISHED LOOR 14 y ION
FACE OF LES SCHWAB BUILDING AT DOORWAY TO NSURE PRW,ER _' 1' MIN VARIES POUR CONCRETE SIDEWALK AGAINST
FUNCTION OF EXIS NG DOORS AN Q, CEMENT CONC. SIDEWALK EXISTING BUILDING FACE
ENTRY WAY \�� �����.
'��,- 4" CSBC
LES SCHWAB FRONTAGE SECTION A -A
LES SCHWAB FRONTAGE NOTES:
LES SCHWAB FRONTAGE PLAN VIEW 1. MATCH FINISHED FLOOR ELEVATION OF BUILDING AT THE DOORWAY.
U
TOP BACK OF 2. MAINTAIN PROPER FUNCTION OF ENTRY WAY AND DOORS.
NEW HMA PER / MATCH FINISHED FLOOR EL, SIDEWALK 3. SLOPE CEMENT CONCRETE SIDEWALK AWAY FROM BUILDING AT 2% MAX IN ALL
HMA PARKING SEE SECTION A -A NOTE EDGE OF EXISTING BUILDING (TYP) LOCATIONS AND MAINTAIN POSITIVE DRAINAGE TO DRAINAGE STRUCTURES.
AND DRIVEWAY j
PAVEMENT MATCH SIDEWALK ENSURE POSITIVE DRAINAGE NEW HMA PER HMA PARKING 4. COORDINATE CONSTRUCTION SCHEDULING WITH THE PROPERTY OWNER AND
DETAIL, SHEET " ELEVATION TO LOW POINT AT AND DRIVEWAY PAVEMENT OCCUPANT. PROVIDE AT LEAST 1 WEEK NOTIFICATION PRIOR TO CONSTRUCTION.
P4, i4 CEMENT DRAINAGE STRUCTURE DETAIL, SHEET 24.
,CONCRETE SIDEWALK 12 5. PROVIDE FULL DEPTH EXPANSION JOINT WITH %" JOINT FILLER BETWEEN CEMENT
1 MAX - - - -1% MINT,-_ `, - - CONCRETE SIDEWALK AND CONCRETE BUILDING FACE. PRESERVE AND PROTECT
.,..
ALL ELEMENTS OF THE EXISTING STRUCTURE DURING CONSTRUCTION.
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6. PROVIDE FULL DEPTH EXPANSION JOINTS WITH %" JOINT FILLER BETWEEN
ROADSIDE CEMENT CONCRETE SIDEWALK AND BUILDING -SIDE CEMENT CONCRETE
19' 8' 32.6' 6' SIDEWALK.
4" CSBC 7. PROVIDE FULL DEPTH EXPANSION JOINTS WITH W JOINT FILLER PERPENDICULAR
LES SCHWAB FRONTAGE SECTION B -B LES SCHWAB FRONTAGE DETAIL TO THE ROADWAY AT REGULAR SPACING, 10 FT MAXIMUM.
NTS, SEE PROPERTY RESTORATION PLANS, SHEET 198 8. CEMENT CONCRETE SIDEWALK SURFACES SHALL RECEIVE A LIGHT BRUSH FINISH.
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NUMBER REVISION DESCRIPTION BY APP. DATE
SURVEYED:
KPG
TABLE
DRAWN BY:
JLF
IM�4Q
ELEVATION
1
33 +91.62
DESIGN BY:
JLF
753 9th Avenue N 2502 Jefferson Avenue
CHECK BY:
NM
Seate,WA96109 Taooma,WA96402
PROJMGR:
JF
(206) 236-1640 (253)627 -0720
25.43
-
ww0pporn
FILE: 0655dREST01.dvvg
23 +38.86
BID
DOCUMENTS
CITY OF RENTON
Public Works Department
APPROVE,p FOR CONSTRUCTION
BY:
VET CLINIC
FRONTAGE LAYOUT
TABLE
POINT NO
STATION
OFFSET
ELEVATION
1
33 +91.62
73.64' LT
25.79
2
33 +85.64
70.74' LT
25.66
3
33 +83.33
64.34' LT
25.43
ARBY'S
.2'.
1
T- 3430146
i /STA 23 +7 . 6.98' LT
7: :8.
�- STA 23 +74.44, 62.16' LT
STA 23 +70.27, 61.f LT
n
D9
ARBY'S CURB LAYOUT TABLE
POINT NO
/-----
OFFSET
- - ------ - -
- - -- --
--
- - -I�\ -
ARBY'S CURB LAYOUT TABLE
POINT NO
STATION
OFFSET
DESCRIPTION
RADIUS
1
23 +22.54
70.41' LT
PC
4.00'
2
23 +23.90
73.41' LT
PT
-
3
23 +24.94
74.33' LT
-
-
4
23 +38.86
58.50' LT
-
-
5
1 24 +52.82
63.50' LT
-
-
6
24 +45.88
71.43' LT
-
-
7
24 +57.62
63.50' LT
-
-
8
24 +48.60
73.82' LT
-
-
ARBY'S CURB DETAIL
NTS, SEE PROPERTY RESTORATION PLANS, SHEET
198.
RAINIER AVENUE S (SR 167) DRAWING NO. 206
S GRADY WAY TO S 2ND ST PROJECTNO. TED403430
FEDAIDNO. - CM0167(048)
PROPERTY RESTORATION DETAILS DATE: NOV 2011
SHEET NO. 206 OF 304
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