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NOT TO SCALE
MANHOLE FRAME AND COVER`
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)-
SEE NOTE 6
MORTAR JOIN-(S) (3/8' MIN.)
SEE NOTE 5
CONE (FCCEN-RIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS POLYPROPYLENE STEPS
SHALL BE INCLUDE,
CONCRETE RISER BY PIPE INC.,
OR APPROVE; EQUAL.
LAD DER- POL";�IROPYLENE
SHALL BE A7-ACHED TO MANHOEE
MAX. PIPE SIZE 'E'
CONCRETE SHELF
PRECAST PAS_ SECTION
OR CAST IN SHELF.,
1 .A,
,B.
48'° MH 1 48"
6" MIN.
5"MIN
24" MIN
; 21" I.D.
54 MH ' 54"
8" MIN.
5.5" MIN.
24'° MIN.
24"' I.D.
60 MH,60
8 MIN
6" MIN-
42" MIN.
30" 1_D;
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2, STEPS ARE TO BE IN PLACE 'BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CA LNG SHALL BE PER STD, PLAN 401.
4. MA r ,LE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISERRINGS, 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-AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITES
8. RUBBER GASKETED JOIN F B JOINTS SHALL BE IN CONFORMANCE WITH ASTM G-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.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6 AND A MAX MUM OF 12"'
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE,
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
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PUBLIC 'WORKS PIAN -l00.1
DEPARTMENT MANHOLE
SANITARY ANHOLE
- .
� O SEPTEMBER 2011
NO1cs;,
PROVICL 6,rv1 C_IV SJPT'OFT .,NDER 3A'R-L.
2_ HAVD TAM �NDEF,
3 COMPACT 9EDC ,C I F'la T495/ VAX. C-.SITY E.>T'C P CT
P PE H Tu n{v
PI' \STAL 9I Cy _ TELL E P_P SEC I0y, C8 O,= T--
5 PI l ZCXL ` A ERIAL SII�,L_ 0- "GRAVEL 3ACKFILL 'AIN '
A SPEIC'FI_ : .N _ IF TC..; FS I )N OF 1 _ 'l Ali;
SPCA I ONS 0:� PE
6, PIPE Jam' BSUCH: A vANNFP AS TC RE FLCP
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C RENCH 'M H;- 1 P SECTION 2-09.4 OF -E--
0 S IANUAR'. L�:I=1 S. '
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Q °n STD. PLAN - 405
p . f PLH`1IC WIVIKS PIPE BEDDING
1`7 j,_ iY DEPARTMEN11 FOR, SANITARY 'SEWERS CCTOBER 2' 2
0
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COVER & FRAME
PLAN VIEW
_ 25' DIA
C63Smm1 1'
125mml
C19�m7
� e
S 3/4' 2 1/2'
Fes- 1222MM7 I6:4mm7
TYP
COVER SECTION VIEW
c6 1/2' DIA
C673mml
25 1/4' DIP
C641mm1
1/4' (6mm) DIA
NEOPRENE GASKET
23 3/8' DIA CL
C594mm]
C694mml
34 1/8' DIA:
C867mml
FRAME SECTION VIEW
PUBLIC WORKS
DEPARTMENT
SEC. 11, TWP. 23 N, RGE. 5 E,, W.M.
COVER BOTTOM VIEW
BLT" SDC, CALLEN HEAD)
5/8°-11 X 15 SS
RUBBER WASHER:
EON BOLTING` DETAIL
1 1/16' 1/4' 1 1116'
127MMI [slim]E27MMI
6 1/8,
1152mm7 C3mml
ER3mm1
GASKET GROOVE DETAIL
NQTES;
1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL,
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER").
MANHOLE FRAME AND COVER
DECEMBER 2008
I
r<a
EX. SEWER MAIN
PROPERTY LINE
ENGTH AS NEEDED)+�r3•-O°'WER
STUBSFUTURE
4" SIDE SEWER
F-SEWER
j
" 2"x 4"STUD MARKING POST PAINTED
MAIN TEE %.6"TEE
6- CAP WHITE WITH THE WORD "SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND #6 WIRE
I
WRAPPED AROUND THE STUD AND
� .
EXTENDED TO THE TOP OF THE STUD.
COUPLING (TYP.)
> I
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;
I
I
6'X6'X6" SURFACE CLEANOUT PATH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO. 00357502 OR
APPROVED EQUAL, SPECIFY 'SEWER' ON LID),
w I
I
(SEE STD. PLAN 403.1 FOR INSTALLATION)
I!
®_____.
IT
_ %,�_.d _
M EAGLE THREADED CLEAN -OUT ADAPTER HUB
-TV-'
BEND AS V
& PLUG (OR APPROVED EQUAL)
REQUIRED
E%ISTtNG SANITARY
3
SEWER MAIN .0% MIN.
ORE
\\-FU.TURE 4"SIDE .SEWER
-S' SEWER STUB 6"X6'%6" WYE FUTURE 6"x 4" REDUCER
.,-SEWER MAIN SIZE X 6" TEE -.
A�-hcbTA84�..57 Lox. �� Snsc Mk'R �IF.�TIONS T"0 E3fPg:. �i ;. tk1#b'N.
A. VITRIFIED CLAY MAIN -:CUT IN A NEW PVC 'TEE' USING 'STRONG --BACK' FLEXIBLE COUPUNtS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW PVC 'TEE' USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)..
C. PVC & C90O PVC MAIN °-:: CUT IN NEW TEE USING RIGIO -COUPLINGS OR CORE-ORILLEO WITH A ROMAC SADDLE
(OR APPROVED EOUAG),
M .DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR .APPROVED EQUAL)
E. MANHOLE CONNECTON ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE: CORE -DRILLED. ..
�A
3400 BLOCR �1X
� `,✓` ,1G��e£ 2x MBN SLOPE
HORIZONTAL
6" TEE
6" MIN. MAIN
AIEWER MAN
CONCRETE Bt OCKiN�-_ A®NCI E
OF F_ AlJAA(¢j HJTVI 25' AND 45 DECAL.�IDE SF_WER
N UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER. SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3--5-
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER,
STANDARD SIDE SEWER SrD. PLAN - 406.
a PUBLIC WORKS VEo: I
� DEPARTMENT � INSTALLATION A
(SEWER MAIN TO PROPERTY LINE) a
���,�
MANHOLE FRAME AND COVER
PER DRAWING 401.
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
6„
MORTAR JOINT(S) (3/8" MINI
SEE NOTE 5 4" MIN. TO
�+ 12' MAX.
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4 19 54" A P ,' E0
PLANa s
A N TS
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NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED 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 NTH A
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL
BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND.
_y
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 tM S TE :, ,5 ,],S. n:' , ` T r ;�
(SEALED) , '.. Pz,r_u_:=A.. �.I'.A,.<.u.EA�ER++ri._ti..av:§ ,v..,,..,�.,nTA.A'CE _:.. ,.-«Jt].N156E``NEEh .HE CONE, P. •..;5,
MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. y}3,,,€O,s_-,I -;HDIAMETER G L SFOUR w Av S.AMESHALL BEi;RE.D
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. F,EE s -IJUi CAS ` 14G EIRAME TO PA'� _.RFC.� w
RISEHs�,;Nt3Sa:.C't�NCRE"1'EB..t..`;ES.Ef,;:,Pi-AN
,.h.::AN
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3J4 THE INSIDE DIAMETER OF THE LARGEST PIPE. USING
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL 400'1,.-'-- " _ '. • t<`, -• 'T •� b,}T
BOOTS OR APPROVED EQUAL.
:^KSANCIM{ P,AR N ; '* -
i
GA. .. _. MATERIAL Wiz . , ,, N§A��.. ." ..F __ C7 CREATE A RLINh.. THE
2. REPLACE EX [
1 H MINIMUM OF 6 AND A MAXIMUM 0 _ 1. IN UNIMPROVED AREAS MANHOLES SHALL EXTEND A MIN MU M M F „ ,: _ _ ._ , M„ - , _ -:. ,
' CLASS B A a .'. _ , �..� . a ;,E, . ; <.<- , :. 3 � ','.�- .:-,C=. USE OF xHaMS i8 PROHIBITED.
12 ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2 DIAMETER CONCRETE RINGS BOTTOM 0 -
POURED AT' GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. GREATER OF.A.,A"`P' RUVFG- f`l ,EE,NKW4 R
_.....O
e1i�f I AN 400A
STD, PLIN 400.2 TYPICAL
PUBLIC WORKS SANITARY MANHOLE pLM tWORr:, newaav __n. DEPARTMENT i SHALLOW DFE , O _,M� N ADJUSTMENT 3
N fp SEPTEMBER 2011 -P"EMENT OR OVERLAYDATE
RECORD DRAWING NOTE:
THESE RECORD DRAWINGS ACCURATELY REFLECT
AS -CONSTRUCTED FIELD CONDITIONS BASED ON A
POST -CONSTRUCTION SURVEY CONDUCTED BY ALPHA
SUBDIVISION PRO'S, INC. ON JUNE 16, 2017.
�- CITY OF
RENTON
APPROVED BY:
Date:
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R:\Projects\349 (prospect development)\004-14 (Weston Heights)\As-built\sheets\Final\WHssdtOl -ab.dwg 34x22
S=38-9506
U 15 - 006162