HomeMy WebLinkAboutW-4089050
z
E
0
7' I
NOT TO SCALE
MANHOLE FRAME AND COVER
5£E STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8' MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE 1NC.,
OR APPROVED EQUAL
LADDER
-POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - `E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
A.
�g,
,C.
b.
tE'
48" MH
48"
6" MIN.
5"MIN
24" FAIN.
21" LID,
54" MH
54"
8" MIN.
5.5" MIN_
24" MIN.
24" I.D.
60" MH
60"
8" MIN.
6" MIN,
42" MIN.
30" I.D.
NUIL57
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2, STEPS ARE 70 6E IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4, MANHOLE SEC7hDNS TO BE OF RE114FORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED_
7- SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING.
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-ARO5HIELD 4R
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR. KOR-N-SEAL BOOTS OR
APPROVED EQUAL.
IL IN UNIMPROVED AREAS. MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OE 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IIa ALL DIRECTIONS TO MATCH PAVING.
ti SM. PLAN — 400.1
* PUBLIC WOR]ECS STANDARD SANITARY MANHOLE
DEPARTMENT SEPTEMSER 2011
ROLTHOLES - 3 PLCS
EQUALLY SPACED 1204
APART [IN 23 1/16' (586nm>
DIA B.C. (SEE IIETAIL)
RENTON
SEWER
OVER & FRAME
PLAN VIEW
25" DIA. _
L635mm] 1'
3/4•P5mm]
E 19r1rI ]
8 3/4' 2 1/2'
I� 1:222MMI 164mml
TYP
COVER SECTION VIEW
26 1/20 DIA
C673mrt]
25 1/4' DIA
1641mm1 1 1/16,
1/4' (6mm) DIA 127mm]
NEOPRENE GASKET
f �
� 6•
I152mm]
T f
5/8' J 23 3/B' DIA CL OPEN
[16nn] C594nr17
27 5/16' DIA
I694mm]
34 1/8' ILIA
COVER BOTTOM VIEW
BLT SQC, (ALLEN HEAD)
5/8'-11 x 1.9 SS
RUSHER WASHER
EON BOLTING DETAIL
1/4' 1 If15'
16mm] [27nrAI
IarIN,]
CR31+r11
GASKET GROOVE DETAIL
[867mrII NOTES:
FRAME SECTION VIEW 1, ALL COVERS SHALL BE LOCKING LID PER EAST
,10RDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND CDVFR FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
„SEWER"), OR WATER (SPECIFY "WATER").
SMI PLAN — 401
PUBLIC WORKS MANHOLE FRAME AND COVER
DEPARTMENT
DECEMBER 2048
RECESSED
LIFT POCKET
�IIL�11�7
IJJSEWERLLJJ
1Q-lf2'
1 f4�12-1/2'
1"
2-1 /4"
14"
12-3 f 4"-
11" �I
CAST IRON RING AN0
Not to Scale
FRAME
NO FES:
5" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3690 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEWSLY.
2_ IN UNIMPROVED AREAS, PCIUR A 1'-0" TEIICK, 2'-0" SQUARE
CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER.
DR
ABLE
STD. PLAN - 403.1
11RPUBLIC WORKS 8" OR 6" CLEANOUT APMOVED;
DEPA#tTN+4EN7 FOR SANITARY SEINER MAIN J
o
rYi
,.SEX. SEWER MAIN
PROPERTY LINE
(LENGTH AS NEEDED)
a
i
__—SPOOL
O
Imo'-V
6" SEWER STUBE
_
FUTURE 4" SIDE SEWER
SEWER MAIN TEE 5C 6" TEE
I
2"x 4" STEP MAFKK POST PAINTED
6- CAP/ WHITE W71.1 THE WORD "SEWER" STENCILED
IN 3" HICH BLACK LETTERS AND #6 WIRE
WRAPPED AROUND THE STUD AND
I I
EXTENDED T6 THE TOP OF THE 5TUO.
COUPLING (TYP,)
tea
Y
�
a"X6"X6' SURFACE CLEANOUT YATH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
APPROVED EQUAL, SPECIFY 'SEWER- ON LID),
I
(SEE SM. PLAN 40_3j FOR INSTALLATION)
Y
_... ..--__-..-------------- J -�-
I
-----
rr.
JM EAGLE THREADED CLEAN -OUT ADAPTER HUB
9Et�O AS
& PLUG (OR APPROVED EQUAL)
REQUIRED
fEMSTING SANITARY
I SEWER MAkN ",,,, uIN s1OPE
-�
- �rU ICJ USG 4 NUL �t YJLK 6" SEWER STUB 6'X6'xs' Yr}E FUTURE 6"x 4" REDUCER
SEWER MAIN SIZE X 6" TEE
A. YITRIFlED CLAY MAIN - CUT IN A NEW PVC 'TEE' USING "STRONG -BACK` FLEXIBLE COUPLINGS (FERNG4 9R APPROVED EQUAL).
EL CONCRETE MAIN - CUT IN A NEW PVC 'TEE' USINC "STRONG -BACK' FUMBLE COUPUN6S (FERMCO OR APPROvED EQUAL).
C. PVC k C900 PVC MAIN -- CUT iN NEW TEE uSING RIGIp COUPLINGS OR CORE -DRILLED PATH A ROMAC SADDLE
(OR APPROVED EQUAL),
D. DUCTILE INCN MAIN - CORE -DRILLED WITH A RnIAAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MAN+iOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL DE CORE -DRILLED.
3000 w
k31,0[r,j'
HORIZONTAL
6..J.iIN. `SEWER MAIN
MAIN
OF TEE AT MAIN BETWEEN 25, AND 45'
NOTE: UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2,5' COVER AT PROPERTY LINE 4R 3-5'
LOWER THAN FHE LOWEST HOUSE ELEVATION, NHIOHEVER IS LOWER
STANDARD SIDE SEINER STO.PLAN '406.1 _
a PUBLIC WORKS WpQvm.
DEPARTMENT INSTALLATION 4.11
(SEWER MAIN TO PROPERTY LINE)
9 PREFERRED
C n909NIEEROXG, LLC
CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS
11627 SE 58TH STREET PH (206) 501-5708
BELLEVUE, WA 98006
EMAIL: PELLCENGR@GMAIL.COM
NO.
REVISION
EXISTING VATEO LINE
TESTING DETAIL
EXIS71NG W4TER LINE
FINAL CDNNECTIiIN DETAIL
PLAN VjFV
TiCAL CROSS(MJxFL7 FOR POLYPICGING
BLIND FLANGE ON TOP WITH 2'TAP S 2'PLUG
BLIND FLANGE ON BOTTOM
1MJI PLUG WITH e' TAP R 2' TEMPORARY BLOW -OFF
'ORARY BLOCK
SINGS
r�
AfrER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION,
REMOVE TEMP, SLDCk L BLOW -OFF 3 1;ONNECT
WITH SLEEVE 0,I) $ D.I. SPOOLS
FINAL CONNECTION SY CITY FORCES
EXISTING HATER LINE
PTTBT iC WORKS CONNECTION TO WATER MAIN CUT STD. PLAN — 300.3
DEPARTMENT IN -LINE TEE 8 TWO VALVES
AIARC'H 201 D
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC.
NC. BCF SERIE5 MS80F 1324-18 ATH 1.75' THICK DUCTILE
IRON DIAMOND PLATE COVER EOUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FCR TOU04REAQ PIT LID (SEE DETAIL A -A)
g' LAIN
12" MAX
FINISH GRADE
. m c fSz
36" MIH COVER
i NEW DUCTILE
RUN
WATERY AtN
CITY
P-MVATF
RPMO
P7RNC
JIN UWMPRQV�t NIGHY OF
J
WAY INSTALL METER 13DX AT
PROPERTY LINE WITH T2"
LONG COPPER TAILPICCL
w
a SIDEWALK
w
TOUCHREAD WATER
METER TO BE
T2,.
SUPPLILD Y THE
l
cc
CITY
TYPE 'K" SOFT
3
� �fj
COPPER
- TUBIId�
kF SERVICE LINE TO HOUSL IS
3/4" OR 1'
TO I3E INSTATLED IN THE FUTURE
GALVANIZED
lNSTAU_ FORD C14-33 0R 44 FIPT
x COMPRESSION COUPLING
L-LODP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER
SERVICE LINE TO METER.
CORPORATION STOP "TH BALL VALVE. FORD GOPPERSETTER FOR 1" METER: FORD V5H72-15W-44-440, 6R
TAPERED THREAD (CC). OUICK JOINT McDONALD BRASS: 21-415W=44. OR MUELLEF� I-B-2470-2
BOTH INLET AND CUTLET WIH QUICK JOINT PADLOrK WINCE ON
(1" FBIGDO-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SKALL BE WITH QUICK JOINT.
N OTE:
ALL METER B05(ES INSTALLED YATHIN CONCRETE OR PAVED OR14WAYS SHALL 9C
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. ExpmsON J+UIFzTs MUSH BE INSrALLE-D oN
BOTH SIDES OF METER EQK.
LAW
N OTE;
THE CENTER ❑F THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB
-
PUBIC WORh19
.I +
-- DEPARTMENT
RILL 2" DIA_ F+DL.E FOR AMR (AUTOMAnc
ETER READ) TCIIIC'#iREAD PEACE
2-1/2" MIN. FROM NEAREST
AND FRONT EDGE 4F PIT LIO
1" WATER SERVICE
SM. PLAN — 320.1
NIOVEM13ER 2009
A PLAAN VIE
WATER
12' MIN.
18' MO.
12,
SEE DETAIL
I"
i J
>. rt
h
SECTION A —A
>— VALVE BOX LID WITH
EARS IN DIRECTION OF 2" SQUARE
WATER MAIN AND WORD � OPERATING NUT
"@ "WATER" CAST INTO IT
4" CONCRETE COLLAR FOR
VALVES IN PAVED AREAS 4—I4" 01A,
1 f8 MIN. THICKNESS
2 PIECE CAST IRON VALVE
BOX, RICH—SEATTLE TYPE 1„ STEEL
OR OLYMPIC FOUNDRY
LENGTH AS REQUIRED
�� t/8" MIN. THICKNESS
2-1/4" INSIDE MEASUREMENT
2-1/4" DEPTH
VALVE OPERATION NUT FXTENS[ON NOTE -
EXTENSIONS ARE REQLIIREO VMEN VALVE NUT
15 MORE THAN THREE {3) FLET BELOW
FINISHED GRADE. EXTENSIONS ARE TO 13E A
MINIMUM OF ONE (1) FOOT LONG- ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, SIZED A5 NCTED. AND PAINTED
WITH TWO COATS OF METAL PAINT,
VALVE STARKER MOTES:
VALVE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
24"
VALVE MARKER POST
WHITE POST
` PUBLIC WORKF VALVE BOX. MARKER & OPERATING
SM. PLAN -Boa
* .+ DEPARTMENT NUT EXTENSION MARCH 2010
SCALE:
1 "=30' SAL: WD M71"I CITY OF
IWO RENTON
am _ DATUM
AT FULL SOME ELEV-185.20 planning/Building/Public Works Dept.
F NOT ONE NM
SCALE ACCOPA*MY
LEEOPMENT ENGINEERING WASTEWATER UTILITY o
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W-408906