HomeMy WebLinkAboutWWP2703587.20
N
LO
N
O a
C')
O
N
O
Q O 0
J � CD
g�Q
< � Z
J �
j F-
cn
z
ry
In D
0
DO BACKFILL MATERIAL
(SEE NOTE 5)
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL-
BACKFILL MATERIAL
(SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) —
FOUNDATION LEVEL
4-4-97
lCorrected note 4
DCV
DT
2-21-91
lRevised notes, 4.5.7.& 8. Added note 6
KJ
I ----
DATE
I REVISION
I BY
APPR
W (SEE NOTE 4)
(CLASS A DESIGN)
W (SEE NOTE 4)
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
�— W (SEE NOTE 4) —j
NOTES:
LIMITS OF PIPE ZONE
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
6'
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY.
C
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18".
T-
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL MATERIAL.
LIMITS OF PIPE ZONE
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
6"
8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
C
LIMITS OF PIPE ZONE
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN.
1/4 I.D.
12" MAX.
*
*
ZERO
B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D.
—
* A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
PIPE BEDDING FOR SANITARY SEWER
Y p ADOPTED
V CITY OF RENTON
STANDARD PLANS
(CLASS F DESIGN) N
FN LSP DATE: 4/97
BEDDING FOR FLEXIBLE PIPE
DWG. NAME: BW18C SP PAGE: B077
PIPE BEDDING FOR SANITARY SEWER
2" CLAE
*2„ .
CLA
CLA
MIN MIN MIN MINIMIN
I— 6.5' MIN. -� I
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
* SEE DWG# HR-05 FOR MINIMUM STANDARDS
OF CURB OR
OF PAVEMENT
2" CLASS
;ENTER LINE OR
ANE LINE
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN IMIN r
MIN I MIN MIN
*ACP CLASS 'E' OR 'B'
6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
Y p ADOPTED
CITY OF RENTON
STANDARD PLANS
1'� N LST DATE: 12/96
DWG. NAME: HR-23 SP PAGE: H032A
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
,. GRADE
7 520 PROpOSED
0
U K
Vl W
_ ZZ 5QQ$....................................................................... ....... .. ........ .................. _.. ... .................. ........... .... ................. ... .......... ... ...... . ... . . ... . ..-...................-....................-.................... _.. .. .. .. .. .... .. .. .......
o *
N.T.S.
'- ........ . . .......:................
u,
241L .8 STA. 36+36 5.0'RT._
,
.,.,:.,, »s ..��..r�... ...:... ...», ..... .. SSMH 5, 48�
_.. ..515.........
o >
- ... _ ...... .... .. ...... .. _ ... _..........................................
241 LF; 8"SS ®S=0.50%
101 LF, 8"SS 0 S-8c58% F8 SS
RIM=527.26
IE=�29-+,..6. �IN).? �3.4...:.. _ ... - 5.1.5. -.
n®S=0.50%
STA. 33+95 5.0'RT.
0
0
Z
�
115" STM 8 5.6'RT. SSMH 4 48
STA. 31+54.5 NE 7th PLACE _ 510
510 SSMH 3, 54 R4M-522.11
W
a
_SHALLOW
STA. 21 +66.0 7 LT. STA. 30+95.21 4.7'RT. RIM=518.38 v-' IE=544-98, 8"(OJUT) 51y. l�
g
u
SSMH 1, 48 SSMH 2, 54 SHALLOW : IE=5$2-7�, 8"(OUT)5%z•ti8 : IE=, 4A 4.1 , 8° (IN) s�y,z•}
RIM=519. •'• i RIM=`s1 8-2 �iL.{rc IE=51i$7, 8' (IN) 5�3.01D;
0r
IE=544riP6, 8"(OUT) 5%-..1a} 51z•511E=54�- �, 8"(OUT)
d
IE=5+t�-8'6, 8" (ICI) S�\•1� 5�Zt.91E=&II2�i, 8" (IN)
Q
30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
505 __. .:. ._.. __ .._..- ................:.. _...... .....:._ .-.__ ................... .:... -- _.............-..... _.._...................... ...........505...
w_............
_........._. _._........ .... ._.......
-_...-_......._...................._........-..................... ................-.................... ....... ._...................... ..... ..---_.
a
0
N
00
LO
0
w
Q
z
p O
U) ~
0_
z w
w U
2 cn
O 0
U
L
U
T
w
0_
N w
N Q
LO
0
O
z
w
CIS
woo
00
a o, lii
P-4 N FT,
(� LO Z
N
w 30
wMW o
S 358704
Li
5 0 5 10
vertical scale f eet
40 0 40 80
horizontal scale
f eet
w
O
RECOMMENDED FOR
APPROVAL
By;
Date
DATE
Date;
JOB N 0 .
By: ��
DWG NO.
Byi
Date:
By;
Date;
8
In
>
U
J
W
0
VJ
06
W
2
J
LL
0
0
U)
ry
W
W
z
w
(n
0zz
1--
0
H
z
U
w
w
J
U
=
�
03/25/2011
SHEET
OF 9