HomeMy WebLinkAboutD-28841Aa L 170
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42" MAX
24" MIN {
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P.C.C. SIDEWALK
FRONT EDGE OF FRAME TRANSITION
FLUSH'' WITH STREET/
GUTTER SURFACE
5"
-
=_ _ �_ _' ___ =__'- _ _-- ______ _
�- 8" FOR ALL ARTERIALS
- 2 -1/2�° .
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SECTION A —A \ \j
STD 90' BRACKET OR
REQUSRED.LE BRACKET
360'
IF
PIPE CAP
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2" GALVANIZED 2' MIN
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STEEL PIPE CLEARANCE FROM
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NOTES:
1. SET FRAME TO GRADE AND CONSTRUCT ROAD AND CURB
TO BE FLUSH AT FRONT AND BACK OF FRAME.
2 LIMITED USE APPLICATIONS:
` FACE OF CURB.
10' MIN'
CLEARANCE IF
NO CURB o
10'
S
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- ONLY USE WHERE TI-CURB INLET IS NEEDED
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(E.G. SAG VERTICAL CURVES).
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- NOT TO BE USED ON THICKENED EDGE ROADWAYS.
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3. 1/2° LETTERING ON GRATE RECESSED TO BE FLUSH
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- "OUTFALL TO STREAM DUMP NO POLLUTANTS"
\�
CEMENT •'.
- - - -L - - - -T - - - --
fe m
--
1 -1/2' CONCRETE _•
CLASS '`B'
a
0
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/
°
SURFACE WATER UTLITY
ROLLED CURB
3
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5 /8th
GROUND MOUNTED STREET NAME SIGNS
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BACK EDGE OF FRAME'EVEN FRAME & GRATE INSTALLATION
WITH BACK FACE OF CURB �� Y p ADOPTED-
c.� ctty of RENTON
♦ ♦
1 -1 /2' MINUS
CRUSHED Y p ADOPTED
ROCK CITY OF RENTON
FN�02. ISf 12/96
STANDARD .PLANS
�FN.. -(O� LST DATE: 10 /30/96
p
5
1L
DATE
REVISION BY APPR' DWG. NAME: D -13 SP PAGE:
DAIS REVISION I BY APPR' DWG. NAME: GRO3 SP PAGE: G024
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SEAL WITH AR 4000 AND
DRY SAND AFTER PATCHING
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PATCHED AREA
ASPHALT CONCRETE
PAVEMENT SEE TYPICAL
SECTIONS FOR DEPTH
+Y amts ? 4,9
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A A
1' -0" OUTSIDE DIA. 1' -O" " "
�� A.C. CLASS G
1 2
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2° 3
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COVER
a _ • a ° �j1� 12"
°� g -
��00
4" CONCRETE
a:
6 1/2° 4 Q 'a
Z
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SECTION A —A
12"
Z ui
Z' Z 12
24"
-
0 =
ch
Z.3 D.a
PLAN
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REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER
USING
CEMENT CONCRETE ROLLED CURB
LL 2 z e
OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT
SURFACE
NOT TO SCALE
0 Z < °a
CONCRETE BLOCKS.
REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH CLASS 3000 CONCRETE (3/4). FINISH
PAVEMENT SURFACE WITH 2" OF A.C. CLASS °G ".
FOR
~ O 0:
TYPICAL UTILITY COVER ADJUSTMENT
SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS SECTION 7- 05.3(1). PAVEMENT OR OVERLAY
v ° A
�ZY p ADOPTED
MY OF RENTON
♦O♦
ve STANDARD
,p PLANS
E OM ENDED FOR APP OV L
By: Date: G�
2 h 0)
W
z
N 1 O LST DATE: lzjss
12 96 REFORMAT TO REASI DC DT DWG. NAME: BR36 SP PAGE: 8001
DATE REVISION BY APPR'
By: Date:
By: vj Date:
BY: Date:
SHEET: 25
0 1" 2°
OF: 32
TWO INCHES AT FULL SCALE.
IF, NOT,i SCALE ACCORDINGLY
JOB ',NO.: 0,0716
DWG: DET -ROAD2
a L 170
FK
cJ-D,. ID y SCANNED MAR 2 S 2003
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