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BACKFlLL MA
(SEE NOTE °
BEDDING MA
FOR RIGID P
(SEE NOTE f
FOUNDA71ON
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) -
FOUNDATION LEVEL
CLASS A DESIGN) I
W (SEE NOTE 4) --L,- LIMITS OF PIPE ZONE
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
- W (SEE NOTE 4) -{ LIMITS OF PIPE ZONE
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
MIN MINI Mrm I MIN MI
I N
PORTION OF THE SE 1/4, SE 1/4, SECTION 10,
NOTES:
1, PROMS UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3, COMPACT BODING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIRCTATONS FOR TRENCH MOTH "W' AND TRENCHING OPTONS.
THE PIPE ZONE WLL BE THE ACTUAL TRENCH MOTH, EXCEPT FOR CLASS A
BODING, THE MINIMUM CONCRETE WDTH SHALL BE 1 -1/2 I.D. + 18'.
5. TRENCH SACKFUL SHALL CONFORM TO "BACKFIWNG SEMER TRENCHES" IN THE
SANITARY SEMERS SECTION OF THE STANDARD SPECIFICATIONS. EXCEPT THAT ROCKS
OR WMPS LARGER THAN i" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
SAMPLL MATERIAL
6. SEE "BODING MATERIAL FOR RIGID PIPE!' IN THE AGGREGATES SECTOR OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE "BODING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES BECTON OF
STANDARD SPECIFICATION FOR THE MATEBIA_ SPECIFICATIONS.
0. RPE MUST BE ANCHORED IN SUCH A MAKER AS TO ENSURE ROW LINE IS
MAINTAINED.
• A m 4" MIN. 27' I.D. AND UNDER .
B' MIN OVER 27' I.D.
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
4� CPN
OP HENDON
..
(
LIST W154/87
Dcv m
DWG. NAME: BW18C SP PAGE: BO
6.5' MIN.
I' 1' F- 2.5' -.-I 1' 1'
MIN I MIN I MIN (MINIMIN
FACE OF CURB OR ` "_ ` ..
..........
EDGE OF PAVEMENT TqWp
2" CLASS 'B' ACP CLASS 'E' OR 'B'
6" CRUSHED
SURFACING TOP COURSE
CENTER LINE OR
LANE LINE CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
ADOPTED
CmT DR RBRNN
♦�♦
LIST DAM STANDARD 12/99
1s tx /9G
" SEE DWG# HR -05 FOR MINIMUM STANDARDS
DATE REVISION BY PR DWG. NAME: HR -22
- 1111,AI nA III I rIm rI r1111I r 1A11rAIrAIT
N.T.S.
RIM
_ ..__.
BEDDING CLASS DESIGN
DIMENSIDN
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN
1 /41.D.
17 MAX.
•
•
2ER0
30 0 30 60
B
1/4 0.0
1/2 O.D.
1/8 O.D.
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
1/8 0.0.
O.D.
-
• A m 4" MIN. 27' I.D. AND UNDER .
B' MIN OVER 27' I.D.
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
4� CPN
OP HENDON
..
(
LIST W154/87
Dcv m
DWG. NAME: BW18C SP PAGE: BO
6.5' MIN.
I' 1' F- 2.5' -.-I 1' 1'
MIN I MIN I MIN (MINIMIN
FACE OF CURB OR ` "_ ` ..
..........
EDGE OF PAVEMENT TqWp
2" CLASS 'B' ACP CLASS 'E' OR 'B'
6" CRUSHED
SURFACING TOP COURSE
CENTER LINE OR
LANE LINE CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
ADOPTED
CmT DR RBRNN
♦�♦
LIST DAM STANDARD 12/99
1s tx /9G
" SEE DWG# HR -05 FOR MINIMUM STANDARDS
DATE REVISION BY PR DWG. NAME: HR -22
- 1111,AI nA III I rIm rI r1111I r 1A11rAIrAIT
N.T.S.
RIM
EL= 446.99
INV EL- 432.57
8 N IN
ZfF1
;....
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:mm
IL. ¶...
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C101
C,
,.._. RIMm453.40 .... ... ......... .. ..............
s>
IP 23 N, RANGE 5 EAST, W.M.
IN ICHOI
TX
STA. 10 +00 (ALLEY) ALLEY
f STA. 38 +55.42 (JERICHO AVE)
X. FIF W STROTZ FN G I C
JERICH0 AVENU9 NE
5 WALK
38+00
1v {h R'i 31b FO t _fiS)
- -_ DWG.
RIM =453.4
IE= 441.29, 8" (E) EX SSMH
IE= 441.19 (EX.)
RIM EL= 456.89
INV EL= 445.85 8 S OUT
I INV EL= 445.95 8 N IN
x-
39+00
CONNE
SS MAI
13 1
-. r-- _...._._7 1 W mmm }
O w�
f a n „ �`'" , STS A 8 39 !i v�l"i ( o S J 38+ .e
0 ( N 1' z ST 38 +74
0 iw f a /4,METRS i /,
STA 38 +76
r
°o / rn N /� i i ((� 3 /41�X1ETEF
cn 3�... 0±50.
SS
to .11 't r'� 0} 55 '6" SS \I ~ a IE= 447.00
r !
LOT 1 1 .' ' IT IE1444 .00 jl r
MIN) - .44,7-0` ! / / ' r z In LOT 3l
r - -- - / f rILOTj'2 I rn FF(MIN) =452
FF MIN } =450.0
PROPbSED" 15' SEWERI I ®� SSMH 2 48R'
EASE ENT TO ($TTY OF' I ( N STA. 11 +40.0;
REN 'ON 11'0 BE SHOWN ? II RIM - 450.27 4260 ON/ ACE! OF FI AL
SH6RT PLAT MAP ( ( \009 \E= 442.85, 6"
C
A CESS
EASEMENT (LINE
, v A
_..,\
T �I ! t`(E,hti IE44S06'^
to 1 ? Y �} ?!`"' 201`5 �. 1_ 3 6' S
\"p,
L �...�_ "�'' ��. -44xF
FF(MIN) =4 0 LOT 6 Y
�.
E I>T 1 t I FF(MIN) =450.0
NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON
TRENCH RESTORATION AND STREET OVERLAY DETAIL.
PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, AND TRENCH WIDTHS,
1. TRENCHES (ROAD CROSSINGS) d. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3')
OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED.
�+ z.
A w
0
v
n
LOT 4
FF(MIN) =456.0
YJ.VV ry
NOTEI
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY: IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILITTES PRIOR TO COMMENCING CONSTRUCTION: NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON, THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIGI 1 -800- 424 -5555
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NOTE: INSTALL SIDE SEWERS PER DETAIL
SHEET 2, TYPICAL.
LOT 7
MIN}= 450.0 •;j
GRAPHIC SCALE
I
0 15 30 60
-I
woor7 mmmmmmi
7 inch = 30 feet
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STA. 38 +60.59, 10:0' RT
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No
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rn
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PRIVATE.STREET
Date
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05/2512010
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IE= 441.29, 8" (E) i
No
RECD
IE= 441.19 (EX.)
rn
430;
10+00 11 +00
_.. _. _.. .._ ...........
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PRIVATE.STREET
Date
vertical scale feet
U
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30 0 30 60
w
horizontal scale feet
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MENDED FOR APPROVAL
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Date
DATE
05/2512010
JOB N0.
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Date,
SHEET
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6
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