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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
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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
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r
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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
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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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No
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05/2512010
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SHEET
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BACKFlLL MI
(SEE NOTE
BEDDING MA
FOR RIGID P
(SEE NOTE I
FOUNDATION
BEDDING MA"
FOR FLEXIBD
(SEE NOTE i
FOUNDATION
(CLASS A DESIGN) I
- W (SEE NOTE 4) -, LIMITS OF PIPE ZONE
(CLASS B. C, D, DESIGN)
BEDDING FOR RIGID PIPE
f- W (SEE NOTE 4) -{ LIMITS OF PIPE ZONE
BEDDING FOR FLEXIBLE PIPE
PORTION OF THE SE 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M.
NOTES:
L PROMOE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3, COMPACT BEDDING MATERIAL TO 95R MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY.
4. SEE "EXCAVATON AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS BECTON
OF THE STANDARD SPEGFICTATONS FOR TRENCH IWUTH "W' AND TRENCHING OPTONS.
THE PIPE ZONE NU. BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING, THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 A + 18'.
5. TRENCH BACKFlLL SHALL CONFORM TO "BACKFIWNG SEWER TRENCHES' IN THE
SANITARY SEWERS REGION OF THE STANDARD SPECIFICATIONS. EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFlLL MATERIAL
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES BECTON OF THE
STANDARD SPECIBCATONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTOR OF
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS
S. PIPE MUST BE ANCHORED IN SUCH A MANOR AS TO ENSURE ROW UNE IS
MAINTNNED.
A = 4' MIN 2i " ID. AND UNDER
8" MIN. OVER 27" 1.0.
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
CRY OP P0TT61
..
j 181 OAT8: 4 /97
V OT
n. o e.� Ims. DWG. NAME: BWTSC SP PAGE:8077
1' N 1' 2.5'------III 1' 1'
5 It MI MINI MIN 1 MIN MIN
, a
Q
W
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' 65' MIN
t' 2.5 .
1' 1 .MIN M1NI
1 Y 2" CLASS 'B'
GO FACE OF CURB OR
1 EDGE OF PAVEMENT
2" CLASS 'B' }ACP CLASS 'E' OR 'B'
6" CRUSHED
42" TO 6" SURFACING TOP COURSE
CLASS 'E' CENTER LINE OR
OR LANE LINE CRUSHED ROCK,
CLASS 'B' FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
Z
0
N
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
w L 6.5' MIN. WHEN PERPENDICULAR TO
2" DEPTH OF ROADWAY CEN'I'ERUNE
GRIND OR SAWCUT AND REMOVE ADOPTED OF LTON
®.
BPAIm.1® PLNa
j0 ist Om 11/98
* SEE DWG# HR -05 FOR MINIMUM STANDARDS
DATE REVISION R DWG. NAME: HR -23 SP PAGE: HO32A
4 TYPICAL PATCH FOR FLEXIBLE PAVEMENT
- N.T.S.
z
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CUSS D
GLASS F
A
4" MIN,
1/41.D.
12' MAL
•
•
ZERO
EL= 446.99
B
1/4 D.D.
1/2 O.D.
1/8 O.D.
ZERO
0.0.
C
3/4 O.D.
1/2 O.D.
1/6 O.D.
O.D.
-
A = 4' MIN 2i " ID. AND UNDER
8" MIN. OVER 27" 1.0.
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
CRY OP P0TT61
..
j 181 OAT8: 4 /97
V OT
n. o e.� Ims. DWG. NAME: BWTSC SP PAGE:8077
1' N 1' 2.5'------III 1' 1'
5 It MI MINI MIN 1 MIN MIN
, a
Q
W
I Q m
' 65' MIN
t' 2.5 .
1' 1 .MIN M1NI
1 Y 2" CLASS 'B'
GO FACE OF CURB OR
1 EDGE OF PAVEMENT
2" CLASS 'B' }ACP CLASS 'E' OR 'B'
6" CRUSHED
42" TO 6" SURFACING TOP COURSE
CLASS 'E' CENTER LINE OR
OR LANE LINE CRUSHED ROCK,
CLASS 'B' FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
Z
0
N
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
w L 6.5' MIN. WHEN PERPENDICULAR TO
2" DEPTH OF ROADWAY CEN'I'ERUNE
GRIND OR SAWCUT AND REMOVE ADOPTED OF LTON
®.
BPAIm.1® PLNa
j0 ist Om 11/98
* SEE DWG# HR -05 FOR MINIMUM STANDARDS
DATE REVISION R DWG. NAME: HR -23 SP PAGE: HO32A
4 TYPICAL PATCH FOR FLEXIBLE PAVEMENT
- N.T.S.
z
I
I
I
INT'X JERICHO] AVE/AL
STA. 10+00 STA. 38 +55.4 (JERIC
EX. FIRE HYDRANT
W $TROTZ FITTI G 1 (-
JERItHO AVENU4 NE
+00 .. t
r _7__- _i�,F _ EX. SANITARY �EWER_DWG.;
LOT 1
n
RENTON TO BE
ON/FACE`OF F.
x..>�1'wI SH6RT P6T MI
1
ry rid
,•V �,t 1 z x �. 7- o ,
r
SSMH # 1. 54"
STA. 38 +60.59, 10.0' RT
RIM = 453.4.5
IE- 441.29, 8" (E)
( IE= 441.19 (EX.) EX SSMH
LAVE) RIM EL= 456.89
INV EL- 445.85 8 S OUT
f I INV EL= 445.95 8 N IN
r y s r
Fm'Et
Z
:INS
EX
SSMH
$T�
zl
�1�-h-76
S�8
RIM
EL= 446.99
FF(MIN) =456.0
INV EL= 432.57
8
N IN
$
IE= 447.00
I
LOT 34.
r
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Z:
M.
SSNMA
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N
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n
Om
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INT'X JERICHO] AVE/AL
STA. 10+00 STA. 38 +55.4 (JERIC
EX. FIRE HYDRANT
W $TROTZ FITTI G 1 (-
JERItHO AVENU4 NE
+00 .. t
r _7__- _i�,F _ EX. SANITARY �EWER_DWG.;
LOT 1
n
RENTON TO BE
ON/FACE`OF F.
x..>�1'wI SH6RT P6T MI
1
ry rid
,•V �,t 1 z x �. 7- o ,
r
SSMH # 1. 54"
STA. 38 +60.59, 10.0' RT
RIM = 453.4.5
IE- 441.29, 8" (E)
( IE= 441.19 (EX.) EX SSMH
LAVE) RIM EL= 456.89
INV EL- 445.85 8 S OUT
f I INV EL= 445.95 8 N IN
( s " RIM = 450.27
IE 442 -66; 8
CIE= 442-05, 6
�l I
LOT 6
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.
450
0 WIH
v v -
x
430. 10
�02
IE= 441.29,
I E= 441.19
11 +00
PRIVATE: STREET
m
r y s r
Fm'Et
Z
:INS
$T�
zl
�1�-h-76
S�8
LOT 4
�
FF(MIN) =456.0
39 ±00
$
IE= 447.00
I
LOT 34.
r
jl m
1
SSNMA
( s " RIM = 450.27
IE 442 -66; 8
CIE= 442-05, 6
�l I
LOT 6
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.
450
0 WIH
v v -
x
430. 10
�02
IE= 441.29,
I E= 441.19
11 +00
PRIVATE: STREET
m
Fm'Et
Z
:INS
$T�
zl
�1�-h-76
S�8
LOT 4
�
FF(MIN) =456.0
N
$
IE= 447.00
I
LOT 34.
r
jl m
1
FF(MIN) =52.0
N
( s " RIM = 450.27
IE 442 -66; 8
CIE= 442-05, 6
�l I
LOT 6
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.
450
0 WIH
v v -
x
430. 10
�02
IE= 441.29,
I E= 441.19
11 +00
PRIVATE: STREET
m
Fm'Et
Z
A
V
D
v
LOT 4
FF(MIN) =456.0
AA1$D(W)
01IIIa_
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
UTILIITES 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 DIG, 1- 800 - 424 -5555
z
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s
rr
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M 40 +00
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y SHEET 2, TYPICAL.
LOT 7IL...;f.'
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IFa`J.
GRAPHIC SCALE
0L__ 1515 30 60
1 inch = 30 feet
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SHEET
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ByI T/ Date,
B� -`1 Date DATE JOB NO.
DWG No.
ByI Date,
SHEET
By, Date, 6 OF 6