HomeMy WebLinkAboutR-361458CONSTRUCTION
q
i'
5'
8'
31' -33'
2
2" CSBC
3
44' -55.5'
4
2" HMA CL 1/z' 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)
SIDEWALK
COMPACTED SUBGRADE
PLANTER
EXISTING CEMENT CONC PAVEMENT, THICKNESS VARIES
5'
2" BARK MULCH, SEE LANDSCAPE PLANS
9
12" TOPSOIL TYPE A, SEE LANDSCAPE PLANS
10
EXISTING ASPHALT CONC PAVEMENT, THICKNESS VARIES
11'
11' 7' -20
VARIES, -14'
115-12' 11'
0' -7'
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
y
HMA CL X2" PG 64 -22 FOR PRELEVEL,
DEPTH VARIES FROM 1 " -3"
BICYCLE
24" TOPSOIL TYPE A, SEE LANDSCAPE PLANS
THRU LANE
THRU LANE
DOUBLE LEFT
LEFT TURN
LANE
THRU LANE
THRU LANE
CHANNELIZED
LANE
TURN LANES
ISLAND
r
L57
3' -6'
8 17
13
LOGAN AVE N TYPICAL
SECTION
F
WIDENING AREA VARIES.
APPROX STA 12 +66.80 TO STA 13 +35, LOOKING
NORTHEAST
3
MATCH EXISTING ROADWAY
NTS
EXISTING CONCRETE PAVEMENT 7
*3:1 MAX
TO MATCH
CROSS SLOPE
EXISTING
EXCEPT
12
WHERE INDICATED ON
PLANS.
e
B T
ICYCLE THRU LANE
CONSTRUCTION
42'
11' 11' 11' 11'
THRU LANE LEFT TURN LANE LEFT TURN LANE THRU LANE
LANE
7' 4'
LOGAN AVE N TYPICAL SECTION G
APPROX STA 13 +35 TO 15 +70, LOOKING NORTHEAST
NTS
5' EXISTING
BICYCLE SIDEWALK
LANE
8'
11' 5' EXISTING
THRU LANE BICYCLE SIDEWALK
LANE
EDGE GRIND, FOR
DETAIL SEE SHEET 6
MATERIAL CODE
®
MATERIALS DESCRIPTION
1
18" CEMENT CONC TRAFFIC CURB & GUTTER
(WSDOT STD PLAN F- 10.12 -02)
2
2" CSBC
3
10" CEMENT CONC PAVEMENT
4
2" HMA CL 1/z' 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 CONC PAVEMENT, THICKNESS VARIES
11
0.7' HMA CL J¢" 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
NOTES:
FOR TYPICAL SECTION NOTES, SEE TYPICAL ROADWAY SECTIONS,
SHEET 4.
LUMINAIRE POLE, FOR
DETAILS SEE SHEET 26
• 2:1 MAX TO MATCH
EXISTING EXCEPT WHERE
VARIES, INDICATED ON PLANS.
2' MIN
ER�
z•, Mqx
r
LUMINAIRE FOUNDATION,
FOR DETAILS SEE
SHEET 32
ALTERNATE METHOD
• 3:1 MAX TO MATCH WIDENING AREA
11
EXISTING EXCEPT VARIES. MATCH FOR ALTERNATE METHOD,
WHERE INDICATED ON 12 EXISTING ROADWAY SEE DETAILS, THIS SHEET • 2:1 MAX TO MATCH
PLANS. CROSS SLOPE 6.8'-7.5' EXISTING EXCEPT
CONSTRUCTION SHOULDER CONSTRUCTION WHERE INDICATED ON
Ii PLANS.
-48.5' -48.5' -5.5' 26' -40' X42' 1' \
- 8' -8.5' 12' 115-12' 10.5-11' 11'-11.5' 11' -12.5' 11' 110-14.3' EXISTING 5' 11' -27' 11' -12' 0' -20' VARIES
SHOULDER RIGHT TURN LANE THRU LANE THRU LANE LEFT TUN LANE LEFT TURN LANE THRU LANE THRU LANE SIDEWALK BICYCLE THRU LANE THRU LANE DROP LANE SHOULDER
VARIES LANE
SEE ROADWAY PLAN, SHEET 16,
FOR TRAFFIC CURB & GUTTER TYPE VARY 2' MIN ry� l
2' MIN I :. M0 1 1
EDGE GRIND, FOR 4 WIDENING AREA VARIES.
11 DETAIL SEE SHEET 6 16 EXISTING MATCH EXISTING ROADWAY 16 i
6 12 4 EDGE GRIND, FOR 10 CROSS SLOPE
N PARK DRIVE TYPICAL SECTION H CURB & GUTTER DETAIL SEE SHEET 6
EXISTING EXTRUDED CURB (TYP) 10 APPROX STA 17 +68 TO STA 18 +90, LOOKING NORTHEAST EDGE GRIND, FOR LAKE WASHINGTON BLVD N TYPICAL SECTION J 11 1
EXISTING GUARDRAIL (TYP) 1 NTS DETAIL SEE SHEET 6 APPROX STA 50 +66 TO 52 +11.30, LOOKING NORTHEAST
15
NOTE: FOR GUARDRAIL FROM STA 17 +60.30 TO STA 17 +85.30, SEE ROADWAY PLAN, SHEET 16. NTS 12 6
r3:1 MAX TO MATCH CONSTRUCTION CONSTRUCTION
EXISTING EXCEPT • 2:1 MAX TO MATCH
WHERE INDICATED ON 2 EXISTING EXCEPT
PLANS. 1 VARIES 6.8' -8' 40' VARIES, 40' -45' 1' WHERE INDICATED ON -5.5' 26' -43' -42'
SIDEWALK 5' 11' 12' 1 12' 12' 20' X9.5 -13 PLANS. 5' 11' -27' 11' -12' 0' -20' VARIES
'
BICYCLE RIGHT TURN LANE LEFT TURN LANE LEFT TURN LANE THRU LANE THRU LANE SHOULDER THRU LANE THRU LANE DROP LANE SHOULDER
>*K, 1. X LANE N9.5' 2' MIN 7/77-/=7-7777/7,�17 171/77177777/7 777777 xr /Z 1771'1-1777771-1-1-111111
4 16
i, \// 16 SEE ROADWAY PLAN, SHEET 16, EXISTING 4 G EDGE GRIND, FOR R=361458
5 15 4 `\ FOR TRAFFIC CURB &GUTTER TYPE CURB &GUTTER DETAIL SEE SHEET 6
2 10
1 11 it
6
12 WIDENING AREA VARIES. 12 15 LAKE WASHINGTON BLVD N TYPICAL SECTION K
MATCH EXISTING ROADWAY LAKE WASHINGTON BLVD N TYPICAL SECTION I 6 APPROX STA 52 +11.30 TO 53 +84.11, LOOKING NORTHEAST CALL 3 WORKING DAYS
STA 49+94 TO CROSS SLOPE APPROX STA 50 +00 TO 50 +66, LOOKING NORTHWEST NTS BEFORE YOU DIG:
STA 50 +47 NTS WIDENING AREA VARIES. MATCH 811
EXISTING ROADWAY CROSS SLOPE
REVISIONS TO SECTIONS H & I - CO #6 HJT 07 12 12 SURVEYED: KPG
z REVISIONS TO SIDEWALK SLOPE SECTIONS F G & I - CO #6 HJT O6 26 12 1pti�,t �.,,rSU,pG DRAWN BY: HJT Al �} DRAWING NO. 5
REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07 2014 °` " RECORD CITY OF RENTON SOUTH LAKE WASHINGTON
�� rLL PROJECT NO. 11156
DESIGN BY: HJT Public Works Department ROADWAY IMPROVEMENTS
— � 7539tlIAueN 2502Je8ersonAve DRAWINGS
CHECK BY: NJD Seake,WA98169 Taooma,WA98402 FED AID NO.
P k ssoetq ��x \k (206) 28&1640 2513 627 -0720 PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION DATE: FEB 2012
PROJ MGR: NJD ( I BASED ON CONSTRUCTION RECORDS TYPICAL ROADWAY SECTIONS
Nac £NU ^' FILE: 08D46TYP01.dw wwwkpg Wm BY: DATE: SHEET NO. 5 OF 53
NUMBER REVISION DESCRIPTION BY APP. DATE 0 9
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