HomeMy WebLinkAboutWWP2703619.2i
R
NOT TO SCALE
MANHOIF FRAM- AND COW1
SCF STD. 'LAN 4OI
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE b
MUkIAN JOINTS) (3/S" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RJBBER GASKE-ED JOINTS IN
ACCORDANCE WIIF ASIM C-443
STEPS - POLYPROPYLENE STEPS
SI ALL BE INCLUDED
CONCRETE RISER Jv T N_
OR APPROVED EQUAI
LADDER -POLYPROPYIFNF
SHALL BL AITACHLU TO MAN IOLC
MAX, PIPE SIZE
CONCRETE SHELF
PRFCAST BASE SEC -)ON
OR CAST N SHEL'.
MH 48"
6" MIN.
5"MIN
24 MIN.
21" I.U.
_48"
54" MH 54
L4 MIN.
b.5" MIN.
24" MIN.
24' LU.
60"MH boll
£+" MIN.
6" MIN.
42' MIN.
1 30" I.D.
10TSTE'S TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN LACE HEF UKE MANHOLE SEC IIUNS AR' INSLAU.FD,
3 CASTING SHALL BE PER S-D P-AN 401.
h MANHOLE 5_CII0VS IG BE OF REINFOKCEU KLCASI Gi:NCRE E.
5. ALL JOINTS BETWEEN TrE CONE, RISER RINGS, BRICKS ANC CASTING SHALL BE GROUTFn.
6. AC,.US-MENT OF THE CASTIN3 TO GRADE :4HAII BF ACCOM'LISHED WI H A COMBINATION OF
ACJUS-MENT R NGS, BRICKS ANC M07ZT.AR ON-Y. BR CKS SHALL BE FTA(,(-.=RFn TO CRFATF .A RUNN NC
BOND OR /2 BOND. THE USE 0= SHIMS IS PROHIBITED,
7. SANITARY SFW-R MANHOLES SI-AL- HAVE AL_ IN IEriIUK 5JRFACLS, INCLUDING GHANNE- NG,
CO.ATEC (SEALE-)) WI IH A H GH SOLIUS JRL II IANL COATING: WA SSER MC-AROSHIELD OR
AFPROVED EQJAL, COLOR OF COATING SIIAII BE WIUTF.
S. RLBBER CASKETED JOINTS SHAI RF IN CONFORMANCE WITi ASIM C-443.
9. CI-ANNEL HEIGHT SHALL BE A MINIMLV OF 3/4 OF [HE INSL'E UTAMEIER OF THE LAZGCS- PIPE,
1J. CONNECTIONS TO MANHOLE SHALL BE MADE USNG GPK ADAPTOR. KOZ-N-SEAL BOOTS OR
APPROVED EQUAL
11 IN UNIMPROVFP AREAS, MANHO-ES S-iALL EXTEND A MINIMLV OF 6" AN I A VAXIMLM Ur 12"
ABOVE FINISHED GRADE OR MUST FAVF A MINIVJM ?' GI.AMFTFR CONCHcIE KING:, POURED AT GRADE.
IN PAVED AREAS, COVER MUST S.CDF IN All L`F IIONS IC MAICH 'AVING.
STD. PLAN - 400.1
� PUBLIC WORKS STANDARD SANITARY MANHOLE -
.F-_ ' DEPARTMENT SEPTEMBER � 1%i
PPUBIT'
IR it.FNT*`'
DE;I'ARTiM.E�.r
Y At M TH AR LOOO OR
APPROVED EQUAL- AND "CRY
SANG AFTFR PATCHING
'PATCHED AREA
PI AN
KITS
SECT ON A -A
NOTES,
A
2" ASPI-ALI C_.ASS "EI"
OR AS APPROVED RY
THE ENG NEER.
CONCRETE
REMOVE PAVF.MEN- AND BASE MATCR AL5 FOR A DI5TA4CL
WH CH IS --QUAL TC THE DAMEILR OI THE FRAME PLLS TWO FL:.
ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR
CONCRETE BLOCKS Pn STD. 'LAN 400.1.
R_FLACL ALL UU I 11JP 2" 0 LX;;AVA LU MA IL t1A- Wilt
CLASS 3000 CONCITCTE (3/4). FINISII PAVEMENT SU3FACF
WITH 2" 0= ASPHA_T CLASS "B" OR AS APPROVED BY
THE ENGIN:ER.
TYPICAL UTILITY COVER
ADJUSTMENT FOR
PAVEMENT OR OVERLAY
DECE'i M 2010
ii
6' BU _DING SEWER IVE
7EE WITH 6" SIDE OUTLET
4"__SLOE SEWED AND 3QLMI3 SEINER
PRO?ERTY LINE
s
Y-W,
o � - Fl. TURF
RUIII FLING SFWFR
in
�
7 �2"x 4" STUD MARKING, POST -ANTFD 6'WX6" W1' WHITF WITI THE WORD "SEWER" SILNi; 11 .;
> SURFACF CI FANCUT WITH
Ir CAS' IRON RING & COVER N 3 HIG i BLACK LE'1ERS AND /6 W is
-r WRAFPEA; AROLN
(EAST JJRDAN IRON WORKS D TIt STUD AND
s
2915 O-Z APPROVEU EQUAL, XILNDLU IO II IL I(F' CN I It ti?(J)
SPECIFY 'SEWER" ON LID,
SEE S7. PLAN 403A FOR
INS TALL A T'ON )
ACCEP-A3LL PRCX;LJURLS FUR SUE S_WLR CONVECTIONS TO MAIN
UNLS ARL AS OLLOWS:
A VITRF LD CLAY MAIN - CUT IN A NFW FE USING ILkX113-L
COIIPI IN ±F (FFRNCO OR APPRCVEC QUAL).
6, CONCRETE MAIN - CORE -DRILLED WITH A ROMAC SADDLE (C i
APPROVED F.QJAL,.
C. PVC MAIN CORE DR LLEC WITH A RCMAC SADDLE (OR APPROVED
EQUAL) OR CUI IN A NrW TE:- USING RIGID COUILINOS.
C DUCTILE RON MA N CORE DRILLED N-H A ROMAC SADDF_F (OR
APPROVEC EQUAL)
E. MANHOLE CONNECTON ALL CONNECTONS TO MANHOLES SHALL Et
At MANU-AC UR=D KNOCK -OUTS OR THE
5 RIICTtIRF SHAI I BF CORF DRILLED
- 60' AILOWABLF MAX
FOR CAST IRON =1PF
0-s UUCII:_F IRON PIPE
1:.3: 5 MIX
CONCRETE
BLOCKING
t
:- / '
C• N 2% MIN Sl_OPF
OL
i HUtiILUti IAL
6" SIDE OJTLET TE=
} -SrW:_F?
6" MIN. MAIN SEWER MA \
GCV�RETE BLOCKING ANGLE _Y~1uAL.S1UESFW' R ELEVATION
CF TEE AT -MAIN OVER 25
ELEVATIC\
NCTF:
`:' FSS CTHFRWISF SOWN ON '[A,, SIDE S=WFR SHAI I -1AVF
A MINIMUM 2.5' COVER AT =ROPER-Y LINE OR 3-5' _OWER
-HAN -HE LOWEST OI.15EELEVATION, WHICHEVER IS LOW_R.
I j PUBI.lC WORKSSTANDARD SIDE SEWER STD. PLAN - 406.1
�m ` DEPARTMENT INSTALLATION --
(SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011
IILES 3 Pt.CS
Q rA I Y SPACF D 1?0'
APART M 23 1/16' (5ftem)
DIA B.C. (SEE 117TAID
COVER & FRAME
PLAN VIEW
25' DIA.
1� _6:3zmmJ t'
3/4' 25mm]
C19mm] I
8 3/4•� 2 1/2'
-F I222MMI C64mmD
I YF'
COVER SECTION VIEW
2G 1/?' D]A_
F673mml
25 1/4' DIA__
1641mml 1/16'
r - lit-' (6mm) LIA 'lmml
:Ll1I' _NE GAS<L
-j 6.
mml
23 3/8' DIA 2,- OPEN
[16mm1 LJ94mrr_
2/ G/Ib' DIA
LG94mml
34 1/8' DLA
500
EXISTING GROUN_ -
- - -
490 - --
oI
PIJC
162 LENS" STA. 3+22 f 0'LT
RIM=499:?t (MATCH WING)
IILO�NB. PVC O 0.50g q99 $2 INV=4 ((S)
459- 0 y87.5
LT
480 - - ___- -
01
01. 4/ Z.H 11 - 48- TYPE 1�
RIM= 406.3T (MATCH PAVING) ? • y2
NEW INV=4i1-4 (N) '194'YIN V--482.62 (111 $
yg/• sZ INv-4m.,m (s) 4* 2. 32
DATUM ELEV
480.00
O c0 t` O
rT LC) c0 00 O
0) a) 00
Encompass
ENGINEERING & S RVEYING `� ?
165 NE Juniper Street, Suite 201 2
IssaQuah, WA 98027 1
Phone: (425) 392-0250
Fax: (425) 391-3055 N0.
1+00 2+00 3+00
162ND AVENUE S.E.
HORZ. 1" 40'
VERT. 1" 5'
A58uI�T5 ,
MYLAR SUBMITTAL
REVISED PER CITY REVIEW
REVISION
COVER BOTTOM VIEW
(3) BLT SOC (AL_FN HFAO;
X I.5 SS
RUBBER WAS: ,E P
EON BOLTING DETAIL
1/4'
1 1/16'
qI
C6mm' C27Iqmm1
L
v e'
l3wmJ /'�
CR3r r^ :
GASKET GROOVE DETAIL
86 /mm I NOTLS:
FRAME SECTION VIEW 1. A-1 COVERS SIIA_L BE LOCKING LID PER EAST
JORDAN ITON WORKS INC. \c. 37'7C1 OR E_':
2. USE FRAME AND CCV=R FOR STORM (SPECI "
"DRAIN" CN ::OVER), SAN I ARY ;5Z;-(;IFY
"SEWER"'), OR WATER (SPECIF" "WATER").
STD. PLIN - 401
PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2008
SURVEYED:
WSH
DESIGNED:
TJR
777
152y i2
T.
JEF
1/23 /12
TJR
DRAWN. JEF
JEF
.
12 29/11
TJR
CHECKED:
TJR
BY
DATE
APPR
APPROVED:
TJR
0 0
O O
O O
d) I17
490
SCALE:
1 "=40'
ONE INCH
II ATFULLSCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
S 3
MANIIO I RAMI A43 COVER
f FIR DRA'MNC 40-
i
ACJUSTMENT RINGS (2" MIN.) Ir
SEE NOT= 6 /
1
6"
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5 4" M A.. 0
f • • �+ 1 12" IJ '�:>t
-- 24"
V • T
I} OOD
� I
I.1 L
y1 �
Q 5
� �tV
v > K
1 " 54" _ - ..-
i
e - a
•
f
'NOIES:
STEPS TO BE POI.YPROPYL.EN: SAFC`Y STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANI .')I F SECTIONS ARE KS-ALLED.
3. CASTING SHALL 3E PER STD. Pt AN 401.
4. MANHOLE SECTONS TO 3E CIF REINFCh :: 'kECASI ::ONCKE E.
5. ALL JOINTS BCTW=EN THE CONE, RISE , CRICKS AND CASING SHALL. BE GROUTED.
6. ADJUSTMENT Of T i" CASTNZ; TO GRADL 5 iAL- BE ACCOMPLISHED W TH A
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHAL_
BE STAGGERED TO CREATE A RUNNING 90ND OR 1/2 IIOND.
THE USE OF SHIMS_I5SROHI_BITED.
7. 5AN TARY SEWER MANHOLES S-ALL HAVE ALL INTERIOR SURI ACf S. INC_UDING CHANNELING,
C--AT-D (SEAL-D) W TI I A I IIG SOLIDS URETHANE COATIN ;; WASSER
MC---AROSRELD OR APPROVED �QUAL; COLOR OF COATING SIiA-L BE WIII-E.
8. RURE=R GASKFTFC JOINTS S-1AI1 RF IN CONFORMANCE WI-H ASTM C 443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST ^IPF.
10. CONNECTIONS 10 MANHOLE SHAD BE MAY USING GPK ADAPTOR, KOR-N-SEAI
BOO IS CR APPROVED EQ..A-.
11, N UNIMPROVFn AREAS, MANHOLES SHALL EXTEND A MINIMJM OF 6" AND A MAXIMUM OF
12" ABOVE PNISHED 3RADE OR M,ST IA.VC A MINIMUM 2 DIAMETER CONCRETE RINGS
POURED A- GRADE. IN PAVED AREAS, COVER MUST S-OPE IN ALL DIRECTIONS -0 MATCH PAVIN
Y
PUBLIC WORKS
DEPARTMENT
r
/ \ GRO\ND
! I
.9 •' SSMHI 5 - 48" TYPE H
(MATCH OUND)
15� Lf N8� INV y 9 /• 5 7
STA. 2+89, 5'RT
SSMH 1�3 - 48` TYPE II
RIM= 49&24 '19S 30
INV (E&N) IY811.05
INV--Aa4.44 (YID AI A z .44C
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0+00
VERTICAL: NAVD 1988
HORIZONTAL NAD 1983/1991
DATUM
SANITARY MANHOLE STD. PLAN__.400.2
SHALLOW
SEPTEViDER 2011
THESE PLANS ARE "AS -BUILT"
AND THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF THIS
DATE ACoLAS , ZD
WILLIAM SHUPE HOLM RG P 11
ES�''III#
4D WAS` /, lir
2co �c��i
z 7.A
1 Q 38285, s
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
1+00 2+00
SEWER PROFILE - ��
HORZ. 1" 40' DATE
VERT. 1" 5'
CITY OF RENTON
MLN
Planning/Building/Public Works Dept.
DATE
DATE:
9/26/11
HARMONY GROVE FIELDBOOK:BOOK
SANITARY SEWER PROFILE DRAWING NO: AGE
AND DETAILS 11517
SHEET: F:
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