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FOUNDATION LEVEL
FOUNDATION
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) -
FOUNDATION LEVEL
CLASS A DESIGN) I
W (SEE NOTE 4) -I- LIMITS OF PIPE ZONE
(CLASS B. C, D. DESIGN)
BEDDING FOR RIGID PIPE
I- W (SEE NOTE 4) -ice LIMITS OF PIPE ZONE
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
PORTION OF THE SE.1 /4, NE 1/4, SECTION 15, TOWNSHIP 23 N, RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
N0=
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES
3. COMPACT BOUND MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEVENS SECTION
OF THE STANDARD SPECIBCTATIONS FOR TRENCH (MOTH "W' AND TRENCHING OPTIONS
THE PIPE ZONE MILL BE THE ACTUAL TRENCH WDT1, EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18 ".
5. TRENCH BACKRU. SHALL CONFORM TO "BACKFIWNG SEWER TRENCHES' IN THE
SANITARY SEAMS SECTION OF THE STANDARD SPECIBCATONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN P' PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKRLL MATERIAL
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES BECTON OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATONS.
], SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTOR OF
STANDARD SPECIDCATON FOR THE MATERIAL SPECIBCATIONS,
8. PIPE MUST BE ANCHORED IN SOW A MAHER AS TO ENSURE FLOW UNE IS
MAINTAINED.
• A = 4" MIN. 27" I.D. AND UNDER
9" MIN. OVER 27" I.D.
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
GOT a RmmR
♦�
@tINTARD PI9NB
L9P DATE: 4/97
Dr
°OM e w o o DWG. NAME: BAHBC SP PAGE: 8077
BEDDNG CLASS DESIGN
DIMENSION I
CLASS A
CLASS B
CLASS C
CUM D
CLASS F
A
4" MIN.
1/41 .D.
12" MAK.
•
•
ZERO
WORDING "SEWER` WITH 3" HIGH BLACK LETTERS.
B
1/4 O.D.
1/2 O.D.
1/6 0.0.
ZERO
O0.
C
3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D.
-
• A = 4" MIN. 27" I.D. AND UNDER
9" MIN. OVER 27" I.D.
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
GOT a RmmR
♦�
@tINTARD PI9NB
L9P DATE: 4/97
Dr
°OM e w o o DWG. NAME: BAHBC SP PAGE: 8077
s
PROPERTY UNE
"x
1
2 4" STUD SERVICE MARKER PAINT UPPER
,L�,44 <.sDm3p
i
PORTION WHITE ANS STENCIL ON SIDE
1:3:5 MIX
FOUND
WORDING "SEWER` WITH 3" HIGH BLACK LETTERS.
W /CAST IRON COVER
C,
-
V EL 420.06' -12 °C
AND #6 WIRE WRAPPED AROUND THE STUD AND
6" BUILDING SEWER PIPE
IE= 413.42 8"
IEL413.52 8" E (NEW) {
�'
(SEE DETAIL DWG. 403. 1)
EXTENDED TO THE TOP OF THE STUD.
LIU
INV EL= 420.25`
eSEWER
FUTURE
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DO
W
iNV EL
NV El» 420.02' u
'
BUILDING SEWER
-TEE WITH 6" SIDE OUTLET
m
6 "x6 "x6" WYE WITH A SURFACE
(n
I
CLEANOUT WITH CAST IRON RING
6" SIOE SEWER BUILDING SEWER
w
AND COVER (SEE DETAIL DWG. 403.1)
AND
o ,
21
FOUND V,
ttt
(
UNLESS OTHERWISE APPROVED BY THE GIN, MAKE TAP THROUGH CAST
EE
/
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
RERAR &;
SI
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
FOR CAST IRON PIPE
PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE
s
1
4
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SURFACE
ARING T&
a
1:3:5 MIX
FOUND
�1`\N�
W /CAST IRON COVER
W
-
V EL 420.06' -12 °C
'
CONCRETE
IE= 413.42 8"
IEL413.52 8" E (NEW) {
�'
(SEE DETAIL DWG. 403. 1)
(n
LIU
INV EL= 420.25`
eSEWER
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iNV EL
NV El» 420.02' u
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FOUND V,
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EE
/
HORIZONTAL
RERAR &;
6" MIN.
CONCRETE BLOCKING ANGLE
`gEWER MAIN
OF TEE AT MAIN OVER 25
ELEVATION
TYPICAL
SIDE SEWER ELEVATION
STANDARD SME SEWER INSTALLATION
(FEWER NARK TO PROPERTY LINE)
NOTE:
ADOPTED
UNLESS OTHERWISE SHOWN ON PLAN, 510E
SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY cer oR l
'' <W
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE
ELEVATION, WHICHEVER
IS LOWER.
4 � 4 STAIR= P�LABS
6
TBT DATE: 12/06
DWG. NAME: BR39 SP PAGE: 8078
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1
4
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STA =96 +69.77
Et(�ry$a
TL�`:444500044
FOUND
1(2" J X22
RIM EL 421.97
W
W�zoHa
V EL 420.06' -12 °C
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;
IE= 413.42 8"
IEL413.52 8" E (NEW) {
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INV EL= 420.25`
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96 +00
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TLN'T4445pO060 '�' �° 0
LOT 5 �' 414 °450OOnD
FF(MIN) =421.0 SW CORNER OF CON,REtE
f-'- PAD FOR LIGHT POLE
CEDARGROVE PARK D{V#I , EL - 524.09'
VO;, 72, PAGE 50 l_• $..G.D. #1
G �ZLtO n x m ® J S 98 +00 1.5' RT
;ACE CLEANOUT
W FRONFRiN62W
9CO
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S A E ETADWD1G3I1 RIM 4 60
SERVED
I BY7 SEWER
vO T!.d`Aa4S00p70
IE�f416.1218" Cm INV EL y 423.66' -12"
x 420. "IB -'z °c sovi,
INV EL = 422.90' -12`C
EX SSMH
W a1
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STA =96 +69.77
Et(�ry$a
(YARD LIGHT
FOUND
1(2" J X22
RIM EL 421.97
W�zoHa
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A,
EBAR CAP
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IE= 413.42 8"
IEL413.52 8" E (NEW) {
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RIM EL 523
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RERAR &;
MINIX
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
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RESP LUA 01- 15OSHPL
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION
IE= 420.:6 8 W,N
GRAPHIC SCALE
p 0 15 30 60
�t 1 inch = 30 {eel
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o7B STANDARD SIDE SEWER INSTALLATION AVI v
-
C I (SEWER MAIN TO PROPERTY LINE)"" W
MIN MIN MIN jM1 IN MINI W Z
1 W S=357103 >
W. .. 6.5" MIN. .__._._ :..._..._ :..._ ._._._._.. .. _. _...._. ._._._ .. _. .. _._._._._.. ..._._._..
W od
1' 1' 2.5' 1' 1'
MINIMINI MIN IMIN I MIN Z
}m 2" CLASS ,B, r: :: :: :r _.._. .......... .. _. _......... ...._._.. .._.... _... ......... .._. .. _..
FACE OF CURB OR _ _ _ 43O NE 2nd STREET
... EDGE OF PAVEMENT .,......... ..................... .. .............. .......... ......
4 ^
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2" CLASS 'B' ACP CLASS 'E' OR 'B' CASE IRON RING W n/
6" CRUSHED ...... .. ........... .......... _.... ...... .. ._. ..... I L
42" TO 6" SURFACING TOP COURSE
CLASS 'E' CENTER LINE OR -------- _
OR , , LANE LINE CRUSHED ROCK, EXISTING � PROFILE _
��
:....
CLASS B .' . FLOWASLE FILL S O S LO Lo U
W W
f!J
OR
AS REQUIRED BY ENGINEER F
0 420.....__ µ _._._ 4.Z� vertical scale feet O w�
N 30 0 6 z
30 0
TYPICAL PATCH FOR FLEXIBLE PAVEMENT IC U
w s.s' MIN. WHEN PERPENDICULAR TO II horizontal scale feet w
2" DEPTH OF ROADWAY CENTERLINE 71 8 °$$ (PVC) 2 00% 0 J
GRIND OR SAWCUT AND REMOVE ADOPTED 1�Q LIN FI,..,.___... C .._.,... RECOMMENDED FOR APPROVAL a U o
ever mHCY2DN _....._ ........_ �...._ ...... ...... 1. ...........-
4 • STANDARD FLARE .__ i -- S S C,O. 1 .......
tar SAM 12/96 � _ _ -..� STA 98 +00 By �/Y^a DatEH 0 VOW ILyo DATE 10/12512010
A SEE DWG# HR -05 FOR MINIMUM STANDARDS RIM EL =42360 ® JOB NO.
DATE R SI PPR DWG. NAME: HR -23 SP PAGE: H032A -
EX SSMH IE 416.12 8 1 Date,
410 96+00 srA =ss +69.77 97 +00 98 +00 410' DWG NO.
4 TYPICAL PATCH FOR FLEXIBLE PAVEMENT RIM EL= 4'2167 .................. By, Date-
N.T.S. 8": ; W SHEET
N.T.S. A A
I o IE= 413.52 8" E (NEW) 1 1
z
By, Datel OF
3- 357(0
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o7B STANDARD SIDE SEWER INSTALLATION AVI v
-
C I (SEWER MAIN TO PROPERTY LINE)"" W
MIN MIN MIN jM1 IN MINI W Z
1 W S=357103 >
W. .. 6.5" MIN. .__._._ :..._..._ :..._ ._._._._.. .. _. _...._. ._._._ .. _. .. _._._._._.. ..._._._..
W od
1' 1' 2.5' 1' 1'
MINIMINI MIN IMIN I MIN Z
}m 2" CLASS ,B, r: :: :: :r _.._. .......... .. _. _......... ...._._.. .._.... _... ......... .._. .. _..
FACE OF CURB OR _ _ _ 43O NE 2nd STREET
... EDGE OF PAVEMENT .,......... ..................... .. .............. .......... ......
4 ^
Q LL
2" CLASS 'B' ACP CLASS 'E' OR 'B' CASE IRON RING W n/
6" CRUSHED ...... .. ........... .......... _.... ...... .. ._. ..... I L
42" TO 6" SURFACING TOP COURSE
CLASS 'E' CENTER LINE OR -------- _
OR , , LANE LINE CRUSHED ROCK, EXISTING � PROFILE _
��
:....
CLASS B .' . FLOWASLE FILL S O S LO Lo U
W W
f!J
OR
AS REQUIRED BY ENGINEER F
0 420.....__ µ _._._ 4.Z� vertical scale feet O w�
N 30 0 6 z
30 0
TYPICAL PATCH FOR FLEXIBLE PAVEMENT IC U
w s.s' MIN. WHEN PERPENDICULAR TO II horizontal scale feet w
2" DEPTH OF ROADWAY CENTERLINE 71 8 °$$ (PVC) 2 00% 0 J
GRIND OR SAWCUT AND REMOVE ADOPTED 1�Q LIN FI,..,.___... C .._.,... RECOMMENDED FOR APPROVAL a U o
ever mHCY2DN _....._ ........_ �...._ ...... ...... 1. ...........-
4 • STANDARD FLARE .__ i -- S S C,O. 1 .......
tar SAM 12/96 � _ _ -..� STA 98 +00 By �/Y^a DatEH 0 VOW ILyo DATE 10/12512010
A SEE DWG# HR -05 FOR MINIMUM STANDARDS RIM EL =42360 ® JOB NO.
DATE R SI PPR DWG. NAME: HR -23 SP PAGE: H032A -
EX SSMH IE 416.12 8 1 Date,
410 96+00 srA =ss +69.77 97 +00 98 +00 410' DWG NO.
4 TYPICAL PATCH FOR FLEXIBLE PAVEMENT RIM EL= 4'2167 .................. By, Date-
N.T.S. 8": ; W SHEET
N.T.S. A A
I o IE= 413.52 8" E (NEW) 1 1
z
By, Datel OF
3- 357(0
�u 7 r