HomeMy WebLinkAboutS-362172N
z W'^
V vJ
W Q
O
a
a -
z
Z
W
X
W
2W
J
W
LQL
r
Z
Q
C0
J
a
W
0
Q
cr
W
7'
NOT TO SCALE
MAN ICLE r+AME AND COVER
SEE SIU. PLAIN 401
ADJUSTMENT RINGS (a' WIN.)
YE N07 6
MCMTAN .NMNT(E) (-/e' MIN.)
SEE NOTE 5
CHNH gcCENWiC)
PUERFR GAS. ETED JOINTS IN
AC.RDANC£ W`TH ASTM C-413
5T1'5 - AOLYPRCPYIENF STEPS
SULL BE INCLLNLD
CONCRETE RISER BY PIPE INC
OR APPROVED MAL.
LADDER-PJLYPRCPYLEN::
SHALL BE ATTACHER ID MANHOLE
MAX. PIPE S2E - 'C'
CONCRETE SILLH
'RECAST BAY YC➢ON
OR CAST IN 4SLT.
48' VH
•A• _
98'
•B•
•C•
•0•
•F•
_
24" MIN.
21^ 0.
SC MH
_
5<"
_5mN
8 MIN.
5.5-h
2C MIN_
24" I.D.
60' MI l_1
60"
1 8- MIN.
6- M 4
1 92' MIN.
30" I.D.
MOSS,.
1. STEPS TO SE F-0LYPROPVLENE SAFETY STEPS
2 BIDS ARE TO BE IN PUCE BEFORE MMHCUE SCCRPAS AIDE NS-ALLCD,
3. CASTING Si PS PER ST0. P1AN AOI.
4 1141 4. "ONTS 10 BE O RD\FnROC PRECAST MNCllE-E.
5. ALL JOYx, TS BETWEEN THE CONE. RISER RNGS. BRICKS AND CASRIG SNAIL BE GRCUMD.
S. ADJ STICNT IT THE CASIIW 10 GRAUE Si BE ACCOMPLISHED MTH A CCMBWATON OF
AD,IUSIMFAT RINGS BRICKS AND M041AR ONLY. 9 S SHALL BE STAGGERED -0 CREATE A RJNNING
BOID RV 1/2 ROME. 1N= L- fE 91WC IG PROEYTFD.
7. SANITARY SEYAL MANHOLES SHALL PAIS &_ INIEROR SUR=ACES, NOUIDIN'G CHANNELING,
COATED (SEAL'D) WITH A HER SOLUS UHETHM 1, COATING: WASSER MC-AROSXIELO OR
APPROVE) SOJA_ COLOR O COATING SHALL Sir
a RUBBER GASEIE) JDNiS SMALL BE IN CO IFORMANCE WTI ASW :-443.
9. CNAVEL IEIGPT SHALL BE A MNMUM OF 3/4 OF THE INSOE DIAMETER OF THE LARCE51 PHI
10. CONNECTIONS TO MANHOL STALL BE MADE USING GAN ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EOUAL
IT. N UNIMPROVED AREAS. MANI SHALL EXTEND A WIN OF C AND A MAXIMUM P 12"
ABOVE nM91E0 GRACE OR MUST NAYS A WNL T DIAMETER CONCRETE RINGS POURdn AT GRADE
IN PAVED AREAS. COVER MOST SLOE IN ALL DIRECTONS TO MATCH PANNG
PLBUC WORKS �• 1$AR - t
3
DEPARTMENTSTANDARD SANITARY MANHOLE
v 6EPTS1®ER
- �mwcnlY LME
3._n.
FUTURE
;2 Rai
"'`2'q 4" STUD MABMNG PCS- PAM NL
'FS M. X fi" 9R oJ1tET ; I IESirr. • or IW DE "' ' F vAR.]'sENgLEI
EN£R' ST
Z CAu�A ROW RMI RMAM M ,1 HIGH BV.CK LETTERS ANTI 09 WFE
f5 -'All _c AMY1 0 THE sn.] A.
(EAST JJRCAN PM EQUAL Ex1Ei -a RE -rY Di nIL SrvD.
Mas ap API'poKJ EQUAL
SEEOFY ALAN
4 1 +n.
a^ v6 v w ALp1l'u_xN93 SEE SIU. MAN) 9oxh FOR
MsrJ,uATKN)
A TABS PROGMI ES FOR SWIF .SFMR COALClpTS TO MAIN
LINES ARF AS RALONS
A MT ' CLAY MAIN - CUT M A NI IEE USPIO Fair
G'IUP:NGS (EE+YKU OR AFFROWD EWAL).
E. NNCiM WIV - C3M-01ii MI -I A RCNAC EAUTI E (ON
APPRORD EclAlb ''..
C. PVC BAN - CORE-COLED NINA W
pAC SADCLE (OL APPROVE)
EW., AN Cn N A NEA 'EE 'JBIG MOO cWPL11GS.
3. CUCTIF RON YAIV - CCFd-pr141D) MIH A RWAC 5A➢DLF (GR
APPIM1fn FINAL)
F. MANHOLE CONNECTION - NL CMNLCI�CKS TO MAMNOES 69ALL DE
A' YNiJFAC-UiEG MOIX-OUTS CF T
SNJGIURL S BF nORE-Dri
OR DUCTLE IRON PIPE. d3t
1:3:5 MIX p°J NNM
aKBHG ,per 4g /Nva
U E Hao
MVN I 450V1cSA-
_ =9. IN SLOPE
o6rz0v1AL
'1 6' SDEWT.ET ^_E
I SEWER BENER MAIN
6" MIN. MAN
L:UUOU aLIXKING, M F MEI ALCIDF
CF TEE AT MAN OVER 2" _�C
FWFR FJVAT ON
ELEVATION
NO -E+
UIESS OTIERWSE SHOWN ON PIAN. SUE SEWER SHALL HALE
A Willi 25' COVER AT'RORERnr LINE OR 3-5' LOWER
TUN THE LOWES- HOUSE ELEVATION. WINICiEVER IS -OWER
PUBLIC WORKS
STANDARD SIDE SEINER PIAT -408.1 -
DEPAIMMENT INSTALLATION
(SEWER MAIN TO PROPER LINE)L7SEPTEIIRER 2011
RENTO
SEWER
HULTHCLES - 3 PLCs
EQUALLY SPACCU 120'
APART DN 23 +/16' 1586,,)
NA DIG (SFF i)ETAE)
COVER BOTTOM VIEW
COVER 6 FRAME
PLAN VIEW
(
]TA.__- - fOC.
r 3: ELT SM. i KALI X 13 A
3/4' [er4NNTONI MASHER
WER
� 1
8 3/4' i 2 1/2'
I�-�- [22211 - 169nn1
TYP
COVER SECTION VIEW
EON BOLTING DETAIL
16 +O
OIA
1/16'
+ f-114, 27rvQ
NEEPRENE GA IET
1ja i I Omni
5/8' 23 3/8' IDA CL OPEN
flenNl •. -,)
�_ IIIA
OIA NOTES
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING UD PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER). SANITARY (SFECIFY
"SEWER"). OR WATER (SPECIFY "WATER-).
WARNING:
Su" 205 A
Fetlerel Way. WA 98003
THE UTILITY LOCATIONS SHOWN WWWesmcivil.com WMINI
ARE APPROXIMATE ONLY. DEPTH FAV .da,"' I � � "WWW; ,+MRL I , M NNIPlur, I
hdk World
UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007
IH 6'
I
inn]
Q3ru.x
GASKET GROOVE DETAIL
SED. PLR - 401
MANHOLE FRAME AND COVER
MARCH 2008
W (SEE NOTE 4)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 6) -\
FOUNDATION LEVEL ,
LIMITS OF PIPE ZONE
I
1' 0"
OF PIPE
11
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HMO TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX_ DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" N THE SANITARY
SEWER SECTION OF THE STANDARD SPECIRCATIONS FOR TRENCH
WIDTH "W' AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE
ACTUAL TRENCH WIDTH.
B. TRENCH BACKFILL SHALL CONrosm TO "BACKFILUMI IN THE SANITARY
SEWER SECTION 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. PIPE ZONE MATERIAL SHALL HE "GRAVEL BACKFILL FOR DRAINS" AS
SPECIFIED IN THE AGGREGATES SECTOR OF THE STANDARD
SPECIFICATIONS.
7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE ROW
UNE IS MAINTAINED.
PUBLIC WORKS PIPE BEDDING SID. PLAN - 605
DEPARTMENT FOR SANITARY SEWERS MARCH 2006
RECESSED
UFT POCKET
0 W - 11 1 SOCKET NO 2" AQ Z0
,/VDI I I�/\i�
SCREW I k.' LONG
l(BRONZE OR S.S.)
ac� Yee .
i