HomeMy WebLinkAboutS-340702F-
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6.
MORTAR FILLET
MANHOLE FRAME AND COVER
SEE DRAWING BR29
($P PAGE B074)
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS IN
ACCORDANCE IMTH ASTM C-=443
STEPS — 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAY. PIPE SIZE - `E'
LADDER °STD. ALUM €NUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
44 " MH
#0
60" ALLOWABILE MIAk
48°
6" MIN.
5'IWIN
�+�° MIN.
54"
8" MIN_
�.�" MAN._
_ �4s MIN.
�{}"
I�" MIN.
f" NIiN.
42F MIN,
�{J" I.Q.
44 " MH
#0
60" ALLOWABILE MIAk
FOR CAST-IRON PIPE
5440 MFi
OR DU -11LE IRON PIPE,
60 MH
NOTIF
1. STEPS TO BE 3/4' a 0"M1ED BAR GALVANIZED SAsFM STEPS OR EQUAL.
2. STEPS A� 19 K IN PkACE BEFORE MANHOC.E SECTIONS ARE INSTALLEM
3. CASMG TC BE PER ORAYANG BM
4. MANHOLE 35ECTIONS TO BE OF REIMRDRCED PRECAST CONCRETE.
5. ALL JOINTS 9;ALL BE GROUTED.
8. SNdTARY SEMIER M1A OLE$ SHALL HAVE ALL iNTSBOR SURFACE% INCLUDING CHANNELING.
COATED (SEALED) WITH A HIGH SODS URETHANE COATING; WASSER MC- ARMIELD OR
SLOPE
APPROVED F_OUAL; aXOR OF COATING SHALL BE WHITE
7. RUMER GASKETM tIDINTS SHALL BE TN CONFORMANCE WITH ASW C -4+3.
8. CHANNEL. T SHALL EF A MINIMUM OF 314 THE INSIDE DIAMETER OF THE LARGEST PIPE.
SANITARY MANHOLE
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPiK ADAPTOR, KOR-N -SEAL GOOTS, OR
APPROVED EQUAL
10. MANHOLES EQUAL, TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A 'SURETRACK' CLIMBING
TYI'ICAIr pET'AL1
AND FALL PROTECTION SYSTEM INSTALLE0-
- B" SfDE OUTLET TEE
/SEWER
rADOPTED
Crry OF NZMN
-ripi
1�
STANDARD PLUM
LST DAN: 04/04
DWG. NAME: 8071 5P PAGE: B07111
N BY PPR --
DTL 1 Z10 SEWER MANHOLE
NITS
Cramer North�c�t Inc.
ENGINEERS, SURVEYORS & PLANNERS
945 N. CENTRAL, STE. $104, KENT, WA 98032
(253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax)
E -MAIL• cniOcromernw.com
REVISION
,r-r
#0
60" ALLOWABILE MIAk
PROPERTY LINE
. . -
m
6 FUTURE
S" BUILDING SEVER PIPE I BUILDING SEWER
a Y "x 4" STUD SERMCE MAFJ(ER PAINT
TEE WITH 6" SIDE CUTLET uppER PORTION WHITE ANS STENCIL ON
SIDE WORDING 'SEWER- WITH 3" HIGH
cc BLACK LETTERS. AND #i WIRE WRAPPED
IL AROUND THE STUB AND EXTENDED TO THE
If
TDP OF THE STuO.
6.1 SEVER AND RAIL DW ; SEWER
UNLESS OTHERWISE APPR(3VED BY THE CITY, MAKE TAP THROUGH CAST
IRON SIDLE SECURED TO SEVER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
PLAIN AND REIWORCED CONCRETE. DI PIPE AND Cl PIPE SEWER
MAINS Aft TO BE CORE MILLED.
MTRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE
SECTIONED W.
UNLESS OTHERWISE SHOVWN ON PLAN. SIDE SF=W4FR SHALL HAVE
A MINIMUM 7 5' COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
sTANDARD SIDE SEVER DWALLATION
(SEWER KM TO PROPERTY LINE)
ADOPTED
CITY or IAMN
STANDARD PLANS
t S
dST 1104/04
DWG. NAME: 8018 _ - -_ SP PAGE: BC
LIT , 2/10 SIDE SEWER CONNECTION
NTS
d
.
CNW CITY OF
xax¢wa� ruo to s{vet
�LSK .� RENTON
ASK.w DATUM
°SK " „wur.c I Planning /Building /Public Works Dept.
ff xm avac xcx
uvxwm: scrag rttamexa.:
RECOMMENDED FOR APPROVAL
BY: I,/gf 11-2
a
BY: DATE:
BY: DATE:
BY.. DATE:
NAZARIAN SHORT PLAT 10/09/06
FOR AVEDIS NAZARIAN
o xa
SEWER DETAILS 10
� 10 X10
G
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fro++ s
w
Q.I
I
60" ALLOWABILE MIAk
FOR CAST-IRON PIPE
OR DU -11LE IRON PIPE,
1:3:5 MIX
CONCRETE
BLOCKING
SLOPE
C �TIN
HORIZONTAL
- B" SfDE OUTLET TEE
/SEWER
SEWWER MAIN
MAIN
8" MIN,
QQN>P.RF
CF RI OCKING ANGLE
TYPICAL
SIDE SEWER ELEVATION
OF TEE
AT MAIN OVER 2
FL EVA -RON
UNLESS OTHERWISE SHOVWN ON PLAN. SIDE SF=W4FR SHALL HAVE
A MINIMUM 7 5' COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
sTANDARD SIDE SEVER DWALLATION
(SEWER KM TO PROPERTY LINE)
ADOPTED
CITY or IAMN
STANDARD PLANS
t S
dST 1104/04
DWG. NAME: 8018 _ - -_ SP PAGE: BC
LIT , 2/10 SIDE SEWER CONNECTION
NTS
d
.
CNW CITY OF
xax¢wa� ruo to s{vet
�LSK .� RENTON
ASK.w DATUM
°SK " „wur.c I Planning /Building /Public Works Dept.
ff xm avac xcx
uvxwm: scrag rttamexa.:
RECOMMENDED FOR APPROVAL
BY: I,/gf 11-2
a
BY: DATE:
BY: DATE:
BY.. DATE:
NAZARIAN SHORT PLAT 10/09/06
FOR AVEDIS NAZARIAN
o xa
SEWER DETAILS 10
� 10 X10
G
z
fro++ s
w
Q.I
I