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'E OD ORf PIPEOD -OFF
-O" MAX r 131 O MAX
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OD OF PIPE
2' -0"
S.W. 43RD STREET DWG. N0.
DRAINAGE IMPROVEMENTS
SHEET
PLAN, PROFILE AND DETAILS 2 OF 2
OPEN CURB FACE FRAME
AND GRATE, SEE CITY OF
RENTON DETAIL 8018 -�
ACP
SEE CIT' STD PLANS
H032 A:,D H032A
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(CDF OR B%NK RUN GRAVEL
PER SPECIFICATIONS)
BEDDING MATERIAL I NOTE
FOR RIGID PIPE o X = 1 FOR PIPE < 42 ",
o,` 2 FOR PIPE > 42"
GRAVEL BACKFILL FOR
FOUNDATIONS WHEN SPECIFIED
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NO SCALE
EXISTING FACE OF CURB
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1. EXISTING FEATURES SHOWN WERE DEVELOPED FROM
RECORD DRAWINGS AND WERE SUPPLEMENTED IN HE
IMMEDIATE VICINITY OF THE PROPOSED WORK WITH LIMITED
AND APPROXIMATE FIELD MEASUREMENT OF SURFACE FEATURES.
SEE SECTION 1 -07.17 0" THE RENTON STANDARD SPECIFICATIONS,
UTILITIES AND SIMILAR FACILITIES.
2. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT OF
TRAFFIC SIGNAL CONDUIT TO MAINTAIN TRAFFIC SIGNAL
OPERATION AT ALL TIMES THROUGHOUT THE PROJECT.
3. MAXIMUM PAY WIDTH FOR ACP TRENCH PATCH AND BACKFILL
SHALL ALSC APPLY TO MANHOLES AND CATCH BASINS USING
OUTSIDE DIMENSION (OD) OF MANHOLES /CATCH BASINS IN
PLACE OF PIPE OD.
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DETAIL 2
NO SCALE 1
;01 ♦ *i
1. EXISTING FEATURES SHOWN WERE DEVELOPED FROM
RECORD DRAWINGS AND WERE SUPPLEMENTED IN HE
IMMEDIATE VICINITY OF THE PROPOSED WORK WITH LIMITED
AND APPROXIMATE FIELD MEASUREMENT OF SURFACE FEATURES.
SEE SECTION 1 -07.17 0" THE RENTON STANDARD SPECIFICATIONS,
UTILITIES AND SIMILAR FACILITIES.
2. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT OF
TRAFFIC SIGNAL CONDUIT TO MAINTAIN TRAFFIC SIGNAL
OPERATION AT ALL TIMES THROUGHOUT THE PROJECT.
3. MAXIMUM PAY WIDTH FOR ACP TRENCH PATCH AND BACKFILL
SHALL ALSC APPLY TO MANHOLES AND CATCH BASINS USING
OUTSIDE DIMENSION (OD) OF MANHOLES /CATCH BASINS IN
PLACE OF PIPE OD.
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EXPIRES: 12 -04 -98
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