HomeMy WebLinkAboutWWP2703962.6I I
NFW PRECAST
NEW PRECAST I MANHOLE SECTION
MANHOLE BASE I
SECTION
1
III
Iy24" TYP
Y�
JL
NEW cauPLlNc --f
(TYPCA(_)
4a-5" COMPACTED
BEDDING MATERIAL
24" TYP. j 36" RAIN.
I
L
EXISTING SEVIER MAIN
CONCRETE OR SANO COU AR MH
ADAPTER FOR PVC PIPE ONLY (TYP.)
INSTALLATION PROCEDURES:
1. THE CONTRACTOR SHALL TEMPORARILY PLUG LINE AT UPSTREAM MANHOLE UNDER DISTRICT
SUPERVISION. THE CONTRACTOR IS RESPONSIBLE TC 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 BASE
SECTION, IF CUT PIPE SECTIONS CONTAINS A PIPE BELL, REPLACE PIPE WITH A NEW STRAIGHT
SECTION OF PIPE, OR AS DIRECTED BY THE DISTRIC`
4 SET MANHOLE AND PIPE IN PLACE TO PROPER ALIGNMENT AND GRADE
i
5. RECONNECT PIPE WITH COUPLINGS (ROMAC, MJ SLEEVE, OR PVC SLIP COUPLING).
5. CHANNEL MANHCI E PER DISTRICT STANDARDS.
7. REMOVE PIPE INSIDE MANHOLE.
SPECIAL MANHOLE
11r CUT -IN INSTALLATION
REWS:ON: DATE 17SCAILIF !D?5iRfC7 APPR6VAL JDATE APPRO1rD
�
MAY 17. 20111 wfs I K.V. JUNE 02, 2011 `F SE14ER FILE. NatrE _ _
:MY\SODS CREEK W&S\DESIGN STANDARDS\SWRDTLS\S-1 DWG. NO, I S-1
8" MIN. ORGANIC TOPSOIL 4
TOPSOIL
PER KCC 16,82,100
14
1? PIT RUN 3' MINUS
3' MIN.
95% COMPACTON
CRUSHED ROCK
i
t 5/8`-1 1/2"
i
1
NATIVE MATERIAL IF 11
FIT RUN 3" MINUS
APPROVED BY
DISTRICT AND.
WT COMPACTION
, CRUSHED RUCK
PERMITTING AGENCY
I
�
12" MIN,
90%. COMPACTION
1"
I SAND-SOL ENGINEER APPROVAL
\
t & COMPACTION TEST REOMED
r PEA GRAVEL
J
�1 5/8 MINUS CRUSHED
I 4
Y
5" MIN.
1
I � i
I
t
2" 4" ROCK OR
SOILS ENGINEERING
90% COMPACTION
( OTHER MATERIAL
DETAIL NEEDED
+ LISTED ABOVE
NOTES:
1. BEDDING REQUIRED IN RIGHT-OF-WAYS,
DRIVEWAYS, PARKING LOTS, PAVED
AREAS, AND NON -PAVED AREAS.
2- BEDDING FOR RIGID PPE SHALL BE
NATIVE MATERIAL UNLESS JUDGED
UNSUITABLE BY THE DISTRICT .AND
PERMITTING AGENCY.
3- TRENCH BACKFILL, BEDDING AND
MATERIAL TO CONFQRV TO PERMITTING
AGENCY SPECIFICATIONS AND DISTRICT
STANDARDS.
TRENCH WIDTHS (IN INCHES)
NOMINAL ��'
MINIMUM
PIPE MAXIMUM
t
:DIAMETERROCK
24
36
18
24
36
18
24
d
21
1 24
36
8
241
24
1 36
12
28
?.8
40
S°p5 �R TYPICAL TRENCH DETAIL
p.I (OUTSIDE ROADWAY)
REVIS1,1d DA?L :SCALE ;:—smiC'. APPROVA` pAl£ APPRDYED
c� MAY 17, 2011-_ NTS K.J. JUNE 02, 2011
Sgtjf i?. D� FILE NAWE
M:\SOOS SODS CREEK W&S\DESIGN STANDARDS\SWR DTLS\S-29 DWG.. NO, S-29
I �
8"x6" REDUCER
8" x6" W . E
18" MAX.
ICI► - - - ----_ - � - - - - >*
8" MAIN
a
t
-PLAN-VIEW
1
j
/ `R MANHOLE DETAIL
I
-A F m...
>� DI
ME
ATE SCALE ,. .- pfSTRICi APPR[+'YAL DA1'i APv."L1vEp
MAY 17, 2011 NT5 K,V, ullt 0[, 2011
&' Q FILE NAME
M: \SOOS CREEK W&S\DESIGN STANDARDS\SIR DTLS\S-2 j DVJG. NO. S-2
RECESSED
LIFT POCKET
` W'-11 N.C. SOCKET HID
CAST IRON RING & LOCKING SCREW tYl` LONG (5.5.)
COVER, "OLYMPIC FDUNDARY
COMPANY' NO. M-1025 w,/ 6 A'x 2` RAISED
H-20 RATING MARKED PADS
.SEWER.
j
CONCRETE PAD, 24%24"x8"
(OR INSTALL IN PAVEMENT)
SLOPE AWAY w1 BRUSH FINISH
t
PLAN 'I 9 "xS LOCKING CLEANOUT
CAST IRON RING & LOCKING -
COVER, *OLYMPIC FOUNDARY
COMPANY' NO. M-1025
e
6' RISER
CONCRETE PAD, 2Cx24'x8"
(OR INSTALL IN PAVEMENT)
s* ,
BOTTOM OF FRAME MUST BE
0" MIN. - 4' MAX. ABOVE
TOP OF C.O. RISER
MECHANICAL COMPRESSION
YPE PLUG WITIi LIP
L� 10' PVC PIPE
— 6" 45' BEND
-T-
6" wYE
,,,r----PLUG, UNLESS
f,F OTHERWISE NOTED
ELEVATION
C_��r , SURFACE CLEAN OUT
(SIDE SEWER STUB)
� � wE ah na E st:A�r as7Rls, - ac;w� .n
'"F6 21, ;>017 +ITS 2017
LF
12. .0 a.U1\ +_ I.. _. „3s7T0CACi\S005CR1 .\`wVs'CFt a.- 3o DWG. No-
soL, Rj�1
r 4 �%
FR
, IRco
t 1'
RIM
N '(: CONCRETE SHALL BE BRUSHED FINISHED. IF ASPHALT IS USED IT
MUST BE COMPACTED. I
/y C MANHOLE RIM AND COVER
OFFPAVEMENT
'r `zEv:510:411 DATE S�A'_E St CT APPROVAL DATE APPROWil
FILE
_ IAAY 17, 20i1 VTSK.V. .JUNE 02, 201'.
LENAVE
.M
SF'}EEIt „ \SODS CREEK Wd;S\DESIGN S-ANDARDS\SWR DTLS\S-23 N_. ! DWG. NO. , 8.23
STD. 24"0 MANHOLE FRAME-,
wl LOCKING LID
ECCI
SECTIONS
NEEDED
BASE SEC_
NOTE: A MINIMUM OF ONE ADJUSTMENT RING SHALL BE
INSTALLED BETWEEN THE BREAK OF THE CONE AND THE
MANHOLE COVER.
STANDARD MANHOLE
( 1 DETAIL
RE41StON DATE SCALE DISTRICT APPROVAL DATE A?P�DYED
MAY 17, 2011 , NTS K.V. ,&It3E O`2, 2.011
d Siifh� O I E NAME
Mc\S005 CREEK W&S\DESIGN STANDARDS\SWR DTLS\S-27 DWG. NO- I S-27
}
-3UBGR.ADE
1
f
{
f PI RUN 3" MINUS
MIN.
95% COMPACTON
1 CRUSHED ROCK
I
j 5/8'-.1 1/2"
NATIVE MATERIAL IF
I
PIT RUN
3" MRNUS
APPROVED BY D;ST?RICT
AND GOVERNINGNCY ROAD
90% COMPACTION
I CRUSHED ROCK
,
j 5/8"-1 t t
'
tf
i
12" MIN, ti{
90% COMPACTION
1
SAND -SOIL ENGINEER APPROVAL
& COMPACTION TEST REQUIRED
I
PEA. GRAVEL
'
1
t
5/8" MINUS CRUSHED
I 11
;
a"Wf. y
2"- 4" ROCK OR
SOILS ENGINEERING
907. COMPACTION
;
OTHER MATERIAL
DETAIL NEEDSO
j
LISTED ABOVE
NOTES:
1. BEDDING REQUIRED 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 BACKFILL, BEDDING AND
MATERIAL TO CONFORM TO GOVERNING
ROAD AGENCY SPECIFICATIONS AND
DISTRICT STANDARDS.
TRENCH WIDTHS (IN INCHE=) j
NOMINAL
PIPE
DIAMETER
MINIMUM s
EARTH I
MINIMUM
ROCK
MAXIMUM
2
18
24
36
3
18
24
36
4
18
24
35
6
_
21
24
36
8
24
24
35
12
28
28
40
TYPICAL TRENCH
DETAIL
YJ, 'ram R vwSCN DATE ISCAIE DIVMCT AP�.ROYAL DATE APR D _
.� MAY 11 201 i NTS K.Y. X14E 02, 2011 SEwEP �� FILE VAME
M:\SCDS CREEK W&S\DESIGN STANDARDS\SWR DTLS\5--28 DWG. NO. S-�$
S=396207
PLAN REVIEW # 04-1346
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
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40908
,I TV �7
NAL E
JOB NUMBER: 16-15
DRAWING NAME: 161JIA-WS-DT
DESIGNER: MEV
DRAFTING BY: NC
DATE: 5-25-17
SCALE: AS NOTED
JURISDICTION: SOOS CREEK
BASE MAP 79
DRAWING:
SHEET 6 OF f