HomeMy WebLinkAboutTRO4103430.43 (2)al
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NEW HMA PER
HMA PARKING
AND DRIVEWAY
PAVEMENT
DETAIL, SHEET
2'4
NUMBER
19.0'
r'VIC171KIn nnK1nnr_rr
32.6'
FACE OF LES SCHWAB BUILDING
w WAN Mom ME Ed IN MAMMAS
7 WAk1iI /GNf1NMs►19161SILTAINJd
APPROXIMATE ELEVATION AT TOP
OF EXISTING CONCRETE WALKWAY,
REMOVE EXISTING SIDEWALK AND
INSTALL NEW SIDEWALK TO MATCH
TOP OF FIRST STEP
6. 0'
4" YELLOW
PAINT LINE
v
D
FACE OF EXISTING
VETERINARY CLINIC BUILDING
REMOVE EXISTING SIDEWALK AND
REPLACE WITH CEMENT CONCRETE 3
SIDEWALK ELEVATE-D-LO MATCH TOP OF
THE FIRST STEP OF ADJA__ICENT STAIRS
EXISTING STAIRS
AND LANDING
A
■ ■ mmmmmilIillmm ■ ■
1
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
VETERINARY CLINIC FRONTAGE DETAIL
NTS, SEE PROPERTY RESTORATION PLANS, SHEET 201.
4" YELLOW
PAINTLINE
CEMENT CONCRETE
THICKENED SIDEWALK EDGE
FACE OF EXISTING BUILDING
MATCH EXISTING FLOOR EL
MAINTAIN CLEARANCE FOR PROPER
FUNCTION OF EXISTING DOOR -
4" CEMENT
MATCH FINISHED FLOOR 14VATION
AT DOORWAY TO NSURE PIER _ 1' MIN vARIF�
FUNCTION OF EXIS INC DOORS A1V;4 CEMENT CONC. SIDEWALK
ENTRY WAY
I ..
LES SCHWAB FRONTAGE PLAN VIEW
REVISION DESCRIPTION
11'U08734 i
4" CSBC -�
LES SCHWAB FRONTAGE SECTION B-B
BY I APP. I DATE
�QV� G IA C06
�OGJ� WAS
j �9�
0
20320 w�
+<'r �FCISTER���
I�NAL
4" CSBC -
LES SCHWAB FRONTAGE SECTION A -A
2
°o
■ A oo�
VETERINARY CLINIC FRONTAGE PLAN VIEW
FINISHED FLOOR EL = 25.5'
POUR CONCRETE SIDEWALK AGAINST
EXISTING BUILDING FACE
LES
SCHWAB 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 AT 2% MAX IN ALL
EDGE OF EXISTING BUILDING (TYP)
LOCATION'S AND MAINTAIN POSITIVE DRAINAGE TO DRAINAGE STRUCTURES.
NEW HMA PER HMA PARKING
AND DRIVEWAY
4.
COORDINATE CONSTRUCTION SCHEDULING WITH THE PROPERTY OWNER AND
PAVEMENT
OCCUPANT. PROVIDE AT LEAST 1 WEEK NOTIFICATION PRIOR TO CONSTRUCTION.
DETAIL, SHEET 24.
5.
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 CONSTRUCTION.
6.
PROVIDE FULL DEPTH EXPANSION JOINTS WITH X8" JOINT FILLER BETWEEN
ROADSIDE CEMENT CONCRETE SIDEWALK AND BUILDING -SIDE CEMENT CONCRETE
SIDEWALK.
7.
PROVIDE FULL DEPTH EXPANSION JOINTS WITH �" JOINT FILLER PERPENDICULAR
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.
11-14-11
SURVEYED:
KPG
DRAWN BY:
JLF
DESIGN BY:
JLF
CHECK BY:
NM
PROJ MGR:
JF
FILE: 0655dREST01.dwg
KPG
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286-1640 (253) 627-0720
www,kpg.com
�'- CITY OF RENTON
BID
Public Works Department
DOCUMENTS APPROVED FOR CONSTRUCTION
/1 /4/BY: i DATE:!/4
VETERINARY CLINIC FRONTAGE NOTES:
1. TOP OF CEMENT CONCRETE SIDEWALK TO MATCH ELEVATION OF THE TOP
OF THE LOWEST EXISTING STEP.
2. WHERE CEMENT CONCRETE SIDEWALK IS ADJACENT TO BUILDING, SLOPE
AWAY FROM BUILDING AT 2% MAX CROSS SLOPE IN ALL LOCATIONS.
3. COORDINATE CONSTRUCTION SCHEDULING WITH THE PROPERTY OWNER
AND OCCUPANT. PROVIDE AT LEAST 1 WEEK NOTIFICATION PRIOR TO
CONSTRUCTION.
4. PROVIDE FULL DEPTH iXPANSION JOINT WITH " JOINT FILLER BETWEEN
CEMENT CONCRETE SIDEWALK AND CONCRETE BUILDING FACE, PRESERVE
AND PROTECT ALL ELEMENTS OF THE EXISTING STRUCTURE DURING
CONSTRUCTION.
5. PROVIDE FULL DEPTH EXPANSION JOINTS WITH " JOINT FILLER BETWEE_:- N
CEMENT CONCRETE SID FWr`-d_K "'ND EXI`�TIN( CONC LETE TAIIR AID'
6. CEMENT CONCRETE SIDEWALK SURFACES SHALL RECEIVE A LIGHT BRUSH
FINISH.
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
T■3 4 3 0
�I
6.98' LT
ARBY'S CURB LAYOUT TABLE
POINT NO
STATION
OFFSET
DESCRIPTION
RADIUS
1
23+22.54
70.41' LT
PC
4.00'
2
3
4
_ 23+23.90
23+24.94
23+38.86
73.41' LT
74.33' LT
58.50' IT
_ PT
-
I -
5
24+52.82
63.50' LT
-
-
6
24+45.88
71.43' LT
-
-
7
v
24+57.62
63.50' LT
-
-
8
24+48.60
73.82 L
ARBY'S CURB DETAIL
NTS, SEE PROPERTY RESTORATION PLANS, SHEET
198.
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
PROPERTY RESTORATION DETAILS
DRAWING NO.
206_
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NO. 206 OF 304