HomeMy WebLinkAboutS-3962070
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NEW PRECAST
MANHOLE BASE
`SECTION
24" fYP. '..
14
I
7ZI 1—
all=llf=!11=III--iii��i�T f
NEW COUFLING
f'TYP°CAL)
I
4"-6- COMPACTED J
BEDDING MATERIAL
INSTALLATION PROCEDURES
M
I
NEW PRECAST
MANHOLE SECTION
24" TYP. 36" MIN
EXISTING SEWER MAIN
CONCRETE OR SAND COLLAR MH
ADAPTER FOR PVC PIPE ONLY (TYP,)
1. T-IE CONTRACTOR SHALL TEMPORARILY PLUG LINE AT UPSTREAM MANHOLE UNDER DISTRICT
SUPERVISION, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE BY-PASS SEWAGE PUMPING AS
REQUIRED.
2. EXPOSE AND REMOVE EXISTING PIPE,
3. PLACE EXISTING PIPE WITH NEW CONCRETE OR SAND COLLARS THROUGH NEW MANHOLE SASE
SECTION. IF CUT PIPE SECTION CONTAINS A PIPE BELL, REPLACE PIPE WITH A NEW STRAIGHT
SECTION OF PIPE, OR AS DIRECTED BY THE DISTRICT.
4 SET MANHOLE AND PIPE IN PLACE TO PROPER ALIGNMENT AND GRADE
5 RECONNECT PIPE WITH COUPLINGS (ROMAC, MJ SLEEVE, OR PVC SLIP COUPLING).
5 CHANNEL MANHOLE PER DISTRICT STANDARDS.
7 REMOVE PIPE INSIDE MANHOLE.
!°5 SPECIAL MANHOLE
I CUT -IN INSTALLATION
REVISION DATE SCALE D4THICT APPRGVAL DATE APP
.MAY 77. 2011 NTS � RDVED
`E Sj/y7pR �` EILE NAME —'- I K. VLJUNE 02, 2 -11
M:\SODS CREEK W&S\DESIGN STANDARDS\SWR DTLS\S-1 I DWG. NO. ! S_j
B" MIN. ORGAN C TOPSOILI
PER KCC 16.82-100
TOPSOIL
,4
I
i1 3' MIN.
95% COMPACTON
+ PIT RUN 3" MINUS
CRUSHED ROCK
l
!
NATIVE MATERIAL IF
i
APPROVED BY
PIT RUN 3" MINUS
DISTRICT AND
30% COMPACTION
+� CRUSHED ROCK
PERMITTING AGENCY
I
r ti,
11
I
'2" MIN. 1
907. COMPACTION
I
SAND-9GL ENGINEER APPROVAL
!
& MUPAC71ON TEST REQUIRED
PEA GRAVEL
1
\
5/8 MINUS CRUSHED
5 MIN.
SOILS ENGINEERING--
9D% COMPACTION
I 2"-4" ROCK OR
/ OTHER MATERIAL
DETAIL NEEDED 1
LISTED ABOVE
NOTES:
BEDDING REQUIRED IN RIGHT-CF-WAYS,
DRIVEWAYS, PARKING LOTS, PAVED
AREAS, AND NON -PAVED AREAS.
2 BEDDING FOR RIGID PIPE SHALL BE
NATIVE MATERIAL UNLESS JUDGED
UNSUITABLE BY THE DISTRICT AND
PERMITTING AGENCY.
3. TRENCH BACKFILL, 3EDDING AND
!,AATERIAL TO CONFORV TO PERMITTING
AGENCY SPECIFICATIONS ANC DISTRICT
STANDARDS.
TRENCH WIDTHS (iN
NOMINALPI PE
JIAMEIER
MINIMUM
EARTH
MINIMUMT
ROCK
MAXIMUM
2
18
24
36
1 3 18
24
36
4 18
24
36
6
21
24
36
24
1 24
36
�8
12
28
28
40
TYPICAL TRENCH DETAIL
(�"(OUTSIDE ROADWAY)
SCALE 7STMrT APPROVAL DATE APPROVED
WAY 17, 201tNTS' K.V. DUNE 02, 2011
FILE NAME —
M: SOOS CREEK W&S\DESIGN STANDARDS\S'WR DTLS\S-29 DWG. NO. S-29
w
PLAN VIEW
w
MANHOLE DETAIL
r �
REVISION DAi-L .KALE -_. DISTRICT APPRL+VAt OA- APPi'OVEO
_ MAY 17, 2011NTS K.'V, .iU NE U4 2011
SpptgEl c�c NAuE ____ -
M:\SODS CREEK W&S\DESIGN STANDARDS\5WR DTLS\S-2 DVIG.No S-2
RECESSED
UFT POCKET
44'-17 N.C. SOCKET HD
CAST IRON RING & LOCKING
COVER, "OLYMPIC FOUNDARY
C%:)ANY' NO. M-'025 w{
>
SCREW IA' LONG (S.S.)
H-20 RATING MARKED
"SEWER"
��!
Wx 2" RAISED
DADS
` I---CONCREE PAD, 24"x24"4'
(OR 'NS"ALL IN PAVEMENT)
SLOPE AWAY w/ BRUSH FINISH I 8
24" —
PLAN 11 "x8" LOCKING CLEANOUT
CAST fRON RING &LOCKING --�
COVER, "01_YMP!C FOUNCAR"
COMPANY NO. M-1025 \ �— CONCRETE PAD, 24%24"x8'
f (OR INSTALL IN PAVEMENT)
A
N�-
6" RISER -�_ I
6" WYE
ELEVATION
i
-BOTTOM OF FRAME MUST BE
0" MIN. _. 4' MAX. ABOVE
TOP OF C.U. RISER
-MEJiANICAL COMPRESSION
TYPE PLUG NA1}+ LIP
10' PVC PIPE
6" 45' BEND
- --PLUG, UNLESS
OTHERWISE NOTEC
j `R .
SURFACE CLEAN OUT
(SIDE SEWER STUB)
i
Rf'A9(% i1A E
�} SC 4lC D!5. CI .+=7RCV3.. 4.[ n Pi: V_0
FEB 21. 2.. ;17 IV i5
¢ SEt1ER ° .'LE NAM- : `8 ?lit i
R `,C:AO D=IAI_\AUTOCAO \SOOSCRK\SCWCR\S- 3C DWG. NO. S-30
tIGK
— 17�ndD 000
Ay 1,
Fjm
!� f THICK
BE BRUSHED
USED IT
MUST BE COMPACTED.
S°p5 G' MANHOLE RIM AND COVER
1 OFF PAVEMENT
RV$10N DATE S.A_E dS AP?ROVAL DATE APPRDWD ----
`,� _ tAAY 2011 VTS K-V. .,TINE 02, 2Q1^
spwrw FfLE NAM[ ' ---'- ---'
.M: SODS CREEK W&S\DESIGN STANDARDS\SWR DTLS\S-23 DWG. NO. i S-23
STD. 24"m MANHOLE FRAME-1
w/ LOCKING L10
i
ECCEN
SECTIONS .AS
NEEDED
BASE SECTI01
NOTE: A MINIMUM OF ONE ADJUSTMENT RING SHALL BE
INSTALLED BETWEEN THE BREAK OF THE CONE AND THE
MANHOLE COVER.
Sp°S cRg STANDARD MANHOLE
DETAIL
9
/}
REVISION Al D E ISCALE --DISTRICT APPROVAL DATE APPRDV[p
MAY 17• 2011 NTS K.Y. JUNE 02, 2011
SCR FItE nAME
M:\SODS CREEK W&S\DESIGN STANDARDS\S'WR DTLS\S-27 DWG•NO. S-27
soeGRADE
�
� I
PII PUN 3" MENUS
t 3' MIN
957 COMPACTON
!
CRUSHED ROCK
5/8•_1 1/2•
NATIVE MATERIAL IF 4
1 �
I
APPROVED BY DISTRICT
PIT RUN 3" MINUS
GOVERNING ROAD
gOg; COMPACTIONAND
CRUSHED ROCK
AGENCY `
ti T yl1
5/8"-1 ,/2"
`
11
72" MIN. '1
907. COMPACTION
'1r
SAND -SOIL ENGINEER APPROVAL
j \
& COMPACTION TEST REQUIRED
PEA. GRAVEL
I
5/8° MINUS CRUSHED
�
I 4
5" VIN.
I 'I
j
!
I 2"-4" ROCK OR
SOILS ,^dGINEERIP:G
907. COMPACTION
C7HER MATERIAL
X'-AIL NEED�-D
�LISTED A80VE
NOTES:
BEDDING REOUIRED IN RIGHT-OF-WAYS,
DRIVEWAYS, PARKING LOTS, PAVED
AREAS, AND NON -PAVED AREAS.
2, BEDDING FOR RIGID PIPE SHALL BE
NATIVE MATERIAL UNLESS JUDGED
UNSUITABLE BY THE DISTRICT AND
GOVERNING ROAD AGENCY
3. TRENCH BACK' ILL, BEDDING AND
MATERIAL TO CO\fFORM TO GOVERNING
ROAD AGENCY SPECIFICATONS AND
DISTRICT STANDARDS,
TRENCH WIDTHS (IN INCHES)
NOMINAL MINIMUM
PIPE EARTH
DIAMETER
MINIMUM
ROCK
MAXIMUM
2 18
1 24
36
3 16
24
36
4
118
24
36
6
1 21
24
36
8
24
24
36
12
28
28
40 J
SQOSF� TYPICAL TRENCH
DETAIL
REVIS'CN ,A7E SCALE DISTRICT APPROVAL DATE APPR
MA" 17. 20t1 j
Seim ALE NTS K.V. JUKE 02, 2011
VANE --
v: \SOUS CREEK w&S\DESIGN STANDARDS\SWIR DTLS\S-29 DWG. NO. S-28
S=396207
PLAN REVIEW # 04-1346
1�
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
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JOB NUMBER: 16-dNC
DRAWING NAME: 16137A-WS
DESIGNER: M
DRAFTING BY: DATE: 5-25-
SCALE: AS NOTED
JURISDICTION: SOOS CREEK
MSE MAP C2
DRAWING:
SHEET 6 OF 6