HomeMy WebLinkAboutS-22630A70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00
STA 10' 75, 11.0' LT STA 10 +75, 9.7' RT
EDGE OF PAVEMENT /r EDGE OF PAVEMENT WITH CURB
260.00 / R1 260.00
I
250.00 R //W �' ,. 250.00
STA = 10+75
240.00 240.00
STA 10 +50, 9.1" RT
EDGE OF-PAVEMENT--WITH--CURB
RIW
260.00 I 260.00
RIW j
250.00 250.00
STA = 10 +50
STA 10 F25, 10.3' RT
EDGE OF PAVEMENT WITH CURB
AND 1 BLOCK HIGH WALL
270.00 R/W 270.00
1CK /
CRACK
260.00 260.00
R I W
250.00 250.00
STA = 10 +25
70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00
270.00
260.00
250.00
270.00
260.00
250.00
RIW
EXTRUDED CURB
R/W
I r
STA = 11 +50
270.00
260.00
250.00
270.00
260.00
250.00
,1y�' �r 1143 ,
NOTES: ~S'eb o�
CROSS SECTION CENTERLINE IS APPROXIMATE ENGINEERS BOTHELL_OFFICE F
CENTER OF EXISTING ROADWAY. C
SCIENTISTS EAST WENATCHEE OFFICE 16727
NOTE PLANNERS
FOR PAVEMENT PATCHING, REFER TO ASPHALT FIttQZSTP.S SIGNED:
PAVEMENT PATCH DETAIL /SHEET 6. PAVEMENT AND CURB WORK DELETED FROM CONTRACT - �IONAL 06112198
DRAWING IS NOT TO SCALE -
FOR PAVEMENT EXTENSION, REFER TO IF BAR IS NOT 2" LONGS EXPIRES 8/2/01
ASPHALT PAVEMENT EXTENSION DETAIL /SHEET 0 I 2
6. 4 WAS City of Renton - Devil's Elbow
FOR TRENCHES, REFER TO TRENCH REVISED TO CONFORM Sewer and Roadway Improvements - Schedule A
DETAIL /SHEET 6. TO CONSTRUCTION RECORDS
FOR BLOCK WALLS, REFER TO BLOCK WALL MARK MILLER 10/24/00 2220 0 ROADWAY CROSS SECTIONS
DETAILS /SHEET 6. '3 �cISTeat SIGNED:
RH2' ENGINEERING INC. DATE oNAt 06112198 STA 1 0 +n0 Tn STA 11 +50
EXPIRES 9/21/00 �'
,,OH I10. FlI.E ENGINEER REVIEW[, DATE. i SCALE I'69i DWG 140. 'SHEEI _.
vas W P ' 2,7- 226
J or
196.024 DEXSR �BNP DCS AN 02 2001 SHO N 1
W 0 RC7 8 32
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STA 10 +00, 11.9' RT
EDGE OF- P"EMENT -WITH -CURB 270.00
AND 2 BLOCK HIGH WALL
STA -OF-F 10.1' LT
- EDGE- AE- PAVET,4ENT
STA 1OF P lE2' RT
EDGE -OF PAV €ME1NT-WFTH -CUR$
270.00
R/W
RIW
270.00
270.00 260.00
CRACK
260.00
260.00
260.00 250.00
250.00
R/W
RIW
STA L 11 22630*4
250.00 TA
-
- 1 +
® ®® 250.00 240.00
= +00 _
240.00
240.00
240.00 230.00
230.00.
70.00 60.00 50.00 40.00 30.00 20.00 10.00
10.00 20.00 30.00 40.00 50.00 60.00 70.00 70.00 60.00
50.00 40.00 30.00 20.00
10.00 10.00 20.00 30.00 40.00 50.00
60.00 70.00
CROSS SECTION INFORMATION
REVISED TO CONFORM TO CONSTRUCTION RECORDS
I DMB
1 MLM
10/24/00
SCALE: 1" = 10'
NO.
REVISION
I BY
REVIEW1
DATE
RH2 ENGINEERING, INC.
H
,1y�' �r 1143 ,
NOTES: ~S'eb o�
CROSS SECTION CENTERLINE IS APPROXIMATE ENGINEERS BOTHELL_OFFICE F
CENTER OF EXISTING ROADWAY. C
SCIENTISTS EAST WENATCHEE OFFICE 16727
NOTE PLANNERS
FOR PAVEMENT PATCHING, REFER TO ASPHALT FIttQZSTP.S SIGNED:
PAVEMENT PATCH DETAIL /SHEET 6. PAVEMENT AND CURB WORK DELETED FROM CONTRACT - �IONAL 06112198
DRAWING IS NOT TO SCALE -
FOR PAVEMENT EXTENSION, REFER TO IF BAR IS NOT 2" LONGS EXPIRES 8/2/01
ASPHALT PAVEMENT EXTENSION DETAIL /SHEET 0 I 2
6. 4 WAS City of Renton - Devil's Elbow
FOR TRENCHES, REFER TO TRENCH REVISED TO CONFORM Sewer and Roadway Improvements - Schedule A
DETAIL /SHEET 6. TO CONSTRUCTION RECORDS
FOR BLOCK WALLS, REFER TO BLOCK WALL MARK MILLER 10/24/00 2220 0 ROADWAY CROSS SECTIONS
DETAILS /SHEET 6. '3 �cISTeat SIGNED:
RH2' ENGINEERING INC. DATE oNAt 06112198 STA 1 0 +n0 Tn STA 11 +50
EXPIRES 9/21/00 �'
,,OH I10. FlI.E ENGINEER REVIEW[, DATE. i SCALE I'69i DWG 140. 'SHEEI _.
vas W P ' 2,7- 226
J or
196.024 DEXSR �BNP DCS AN 02 2001 SHO N 1
W 0 RC7 8 32
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r
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