HomeMy WebLinkAboutR-361457VARIES -11'
5 -11' EXISTING PULLOUT WHERE
EXISTING PLANTER SHOWN IN PLANS
SIDEWALK WHERE
SHOWN
VARIES N PLAN
EXISTING CURB & GUTTER
EXISTING CONCRETE PAVEMENT
�5 �4
EXISTING
EXISTING
SIDEWALK
PLANTER
2
WHERE
3
SHOWN
VARA�
IN PLAN
5
4" CEMENT CONCRETE SIDEWALK (WSDOT STD PLAN
F- 30.10 -01) OR 6" CEMENT CONCRETE DRIVEWAY
ENTRANCE TYPE 3 (CDR STD PLAN F004.1, F004.4, F009)
I EXISTING CURB & GUTTER
"11'
PULLOUT WHERE
SHOWN IN PLANS
EXISTING CONCRETE PAVEMENT
TYPICAL SECTION NOTES
CONSTRUC11ON CHANNELIZED ISLAND,
WHERE SHOWN IN PLANS
X20' 24'
VARIES, 11' -14.5' VARIES, 11' -14' VARIES, 13' -17'
THRU /RIGHT LEFT TL RN LANE THRU LANE 51-5.5'
TURN LANE
I
14 STA 40 +69.48 TO
STA 42 +23.5
;GARDEN AVE N TYPICAL SECTION A 3
APPROX STA 40 +67.65 TO STA 42 +23.5, LOOKING NORTHWEST
NTS
-20'
11' -11.2'
GHT TURN
CONSTRUCTION
i
11' -11.2'
THRU LANE OR
LEFT TURN LANE
11' -11.2'
LEFT TURN LANE
24'
11' -11.2'
THRU LANE
5.3' -5.5'
14 STA 42 +23.5 TO
STA 43 +34.33
7 3
GARDEN AVE N TYPICAL SECTION B
APPROX STA 42 +23.5 TO STA 43 +70, LOOKING NORTHWEST
NTS
1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2 -06 OF THE STANDARD
SPECIFICATIONS.
2. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED CSBC UNDER
PAVED SURFACES. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY.
3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 2 -03 OF THE STANDARD SPECIFICATIONS.
4. IF UNSUITABLE SUBGRADE IS ENCOUNTERED, THE CONTRACTOR SHALL CAREFULLY
OVER- EXCAVATE TO A MAXIMUM DEPTH OF 1' AND REPLACE WITH CSBC OR AS DIRECTED BY
THE ENGINEER.
5. ACCESS TO ADJACENT PROPERTY MUST BE MAINTAINED AT ALL T1MES UNLESS PRIOR
ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER.
6. REMOVE EXISTING CURB, GUTTER AND SIDEWALK WHERE INDICATED ON THE PLANS.
7. SALVAGE EXISTING IRRIGATION EQUIPMENT WITHIN LIMITS OF CLEARING AND GRUBBING IN
ACCORDANCE WITH SECTION 8 -03 OF THE SPECIAL PROVISIONS.
8. SAVE AND PROTECT ALL EXISTING VEGETATION AND EXISTING IRRIGATION SYSTEMS OUTSIDE OF
LIMITS OF CLEARING AND GRUBBING.
NUMBER I REVISION DESCRIPTION I BY I APP. I DATE
MATERIAL CODE
VARIES
PLANTER �5'
WIDTH VARIES EXISTING
SIDEWALK
WIDENING AREA VARIES.
MATCH EXISTING ROADWAY
CROSS SLOPE
VARIES
PLANTER �5'
WIDTH VARIES EXISTING
SIDEWALK
WIDENING AREA VARIES.
MATCH EXISTING ROADWAY
CROSS SLOPE
®
MATERIALS DESCRIPTION
1
18" CEMENT CONIC TRAFFIC CURB & GUTTER
(WSDOT STD PLAN F- 10.12 -02)
2
2" CSBC
3
10" CEMENT CONC PAVEMENT
4
2" HMA CL Y2" PG 64 -22 FOR OVERLAY
5
4" CEMENT CONCRETE SIDEWALK (WSDOT STD PLAN
F- 30.10 -01) OR 6" CEMENT CONCRETE DRIVEWAY
ENTRANCE TYPE 3 (CDR STD PLAN F004.1, F004.4, F009)
6
COMPACTED SUBGRADE
7
EXISTING CEMENT CONC PAVEMENT, THICKNESS VARIES
8
2" BARK MULCH, SEE LANDSCAPE PLANS
9
12" TOPSOIL TYPE A, SEE LANDSCAPE PLANS
10
EXISTING ASPHALT CONIC PAVEMENT, THICKNESS VARIES
11
0.7' HMA CL X" PG 64 -22 PLACE IN 3 LIFTS
12
6" CSBC
13
MONOLITHIC CURB, SEE ROADWAY DETAILS SHEET 7
14
PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE
CURB WSDOT STD PLAN F- 10.64 -02
15
4" CSBC
16
HMA CL X2" PG 64 -22 FOR PRELEVEL,
DEPTH VARIES FROM 1 " -3"
17
24" TOPSOIL TYPE A SEE LANDSCAPE PLANS
TO STA 44 +57, LOOKING
iii-
753901AveN 2502JefersonAve
Seattle, WA 98109 Tacoma, WA 98402
(206) 286 -1640 (253) 627 -0720
www.kpg.com
CONSTRUCTION
�5' "4' -11' 24' , 24'
EXISTING
SIDEWALK
EXISTING
PLANTER
WHERE
SIDEWALK
PULLOUT WHERE
SHOWN IN PLANS
SURVEYED:
KPG
J. PSG
THRU LANE
RIGHT TURN LANE
9�pAl
�1 04 wASy� 'PG
DRAWN BY:
HJT
tip
DESIGN BY:
HJT
z
IN PLAN
CHECK BY:
NJD
P 5506, k
14
STA
l��,yr o
PROJ MGR:
NJD
,
Nat tiNG
44 +57
7 GARDEN AVE
0,1'
FILE: 08046TYP01.dwg
iii-
753901AveN 2502JefersonAve
Seattle, WA 98109 Tacoma, WA 98402
(206) 286 -1640 (253) 627 -0720
www.kpg.com
CONSTRUCTION
�5' "4' -11' 24' , 24'
EXISTING
SIDEWALK
EXISTING
PLANTER
WHERE
SIDEWALK
PULLOUT WHERE
SHOWN IN PLANS
12' 12'
12' 12'
THRU LANE
THRU LANE
RIGHT TURN LANE
RIGHT TURN LANE
SHOWN
5.3' -5.5'
VARIEi
IN PLAN
14
STA
44 +27.33 TO `
EXISTING CURB & GUTTER
EXISTING CONCRETE PAVEMENT
'5' �4'
EXISTING
EXISTING
SIDEWALK
PLANTER
WHERE
SHOWN
VARY
IN PLAN
EXISTING CURB & GUTTER
VARIES, 7' -10'
-11'
PULLOUT WHERE
SHOWN IN PLANS
EXISTING CONCRETE PAVEMENT
24'
EXISTING 12'
SIDEWALK THRU LANE
VARIES
�T
EXISTING CURB & GUTTER
RECORD
DRAWINGS
PREPARED BY KPG, JULY 2014
BASED ON CONSTRUCTION RECORDS
CONSTRUCTION
i
24' 24'
12' 12' 12' 12'
1 LANE THRU LANE RIGHT TURN LANE RIGHT TURN LANE
5.3' -5.5'
_ . . _
14 STA 44+57 TO STA
46 +75.25
7 3
GARDEN AVE N TYPICAL SECTION D
APPROX STA 44 +57 TO STA 48 +03, LOOKING NORTHWEST 1
NTS
NOTE: FOR DRIVEWAY FROM STA 44 +52.17 TO STA 44 +96.26,
AND FOR SIDEWALK FROM STA 44 +91 TO STA 45 +41,
SEE ROADWAY PLAN, SHEET 15. FOR DRIVEWAY
DETAILS, SEE MATERIAL CODE TABLE, THIS SHEET, AND
DETAIL SHEET 7.
CONSTRUCTION
12' 12'
THRU LANE I RIGHT TURN LANE
24'
12'
RIGHT TURN LANE
-6' -8'
GARDEN AVE N TYPICAL SECTION E
APPROX STA 48 +03 TO STA 48 +63, LOOKING NORTHWEST
NTS
WIDENING AREA VARIES.
MATCH EXISTING ROADWAY
R 361457 CROSS SLOPE �
43 CITY OF RENTON
R
rLL
Public Works Department
APPROVED FOR CONSTRUCTION
BY: DATE:
VARIES
ru rv¢rt �SEMSTIANLG '
WIDTH VARIES
WIDENING AREA
VARIES. MATCH
EXISTING ROADWAY
CROSS SLOPE
VARIES
1' PLANTER 1' "5'
F EXISTING
SIDEWALK
WIDENING AREA
VARIES. MATCH
EXISTING ROADWAY
CROSS SLOPE
VARIES VARIES, 5' -9'
1' PLANTER 1' 1'
J `.5%
SOUTH LAKE WASHINGTON
ROADWAY IMPROVEMENTS
TYPICAL ROADWAY SECTIONS
A-►3 ' �- �ror��
3:1 MAX TO MATCH
EXISTING EXCEPT
WHERE INDICATED ON
PLANS.
CALL 3 WORKING DAYS
BEFORE YOU DIG:
811
DRAWING NO. 4
PROJECT NO. 11156
FED AID NO.
DATE: FEB 2012
SHEETNO. 4 OF 53
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14
STA
44 +27.33 TO `
STA
44 +57
7 GARDEN AVE
N TYPICAL SECTION
C
APPROX STA 43 +70
TO STA 44 +57, LOOKING
NORTHWEST
NTS
NOTE: FOR SIDEWALK
FROM STA 44 +37.62 TO
STA
44 +57,
SEE ROADWAY
PLAN, SHEET 15.
CONSTRUCTION
i
24' 24'
12' 12' 12' 12'
1 LANE THRU LANE RIGHT TURN LANE RIGHT TURN LANE
5.3' -5.5'
_ . . _
14 STA 44+57 TO STA
46 +75.25
7 3
GARDEN AVE N TYPICAL SECTION D
APPROX STA 44 +57 TO STA 48 +03, LOOKING NORTHWEST 1
NTS
NOTE: FOR DRIVEWAY FROM STA 44 +52.17 TO STA 44 +96.26,
AND FOR SIDEWALK FROM STA 44 +91 TO STA 45 +41,
SEE ROADWAY PLAN, SHEET 15. FOR DRIVEWAY
DETAILS, SEE MATERIAL CODE TABLE, THIS SHEET, AND
DETAIL SHEET 7.
CONSTRUCTION
12' 12'
THRU LANE I RIGHT TURN LANE
24'
12'
RIGHT TURN LANE
-6' -8'
GARDEN AVE N TYPICAL SECTION E
APPROX STA 48 +03 TO STA 48 +63, LOOKING NORTHWEST
NTS
WIDENING AREA VARIES.
MATCH EXISTING ROADWAY
R 361457 CROSS SLOPE �
43 CITY OF RENTON
R
rLL
Public Works Department
APPROVED FOR CONSTRUCTION
BY: DATE:
VARIES
ru rv¢rt �SEMSTIANLG '
WIDTH VARIES
WIDENING AREA
VARIES. MATCH
EXISTING ROADWAY
CROSS SLOPE
VARIES
1' PLANTER 1' "5'
F EXISTING
SIDEWALK
WIDENING AREA
VARIES. MATCH
EXISTING ROADWAY
CROSS SLOPE
VARIES VARIES, 5' -9'
1' PLANTER 1' 1'
J `.5%
SOUTH LAKE WASHINGTON
ROADWAY IMPROVEMENTS
TYPICAL ROADWAY SECTIONS
A-►3 ' �- �ror��
3:1 MAX TO MATCH
EXISTING EXCEPT
WHERE INDICATED ON
PLANS.
CALL 3 WORKING DAYS
BEFORE YOU DIG:
811
DRAWING NO. 4
PROJECT NO. 11156
FED AID NO.
DATE: FEB 2012
SHEETNO. 4 OF 53
I
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�5 0
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