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7' 1
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE 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 vATH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE 512E - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
A,
.B,
C.
D,
,E,
48' MH
48"
6" MIN.
5"MIN
24" MIN.
21" 1. D.
54' MA
54"
8" MIN.
5.5" MIN.
24" MIN.
24" I.D.
60' MA
60"
8" MIN.
1 6" MIN.
42" MIN.
30" I.D.
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECT40NS ARE INSTALLED,
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CCNCRETE.
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 SOUDS URETHANE COATING; WASSER MC-ARDSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE MITE.
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.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6'• AND A MAXIMUM OF 12'
ABOVE FINISHED GRADE 4R MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE_
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAWING.
PUBLIC WORKS STD. PLAN - 400.1
DEPAR'P111E1+i1' STANDARD SANITARY MANHOLE
SEPTEMBER 2011
rYa I
EX SEWER MAIN
PROPERTY UNE
SPOOL (LENGTH AS NEEDED)-
� I
6" SEWER STUDS y'. FUTURE {" SIDE SEWER
2". 4" STUD IAARKING POST PAINTED
SEWER MAIN TEE K E" TEE I 6" CAP VA41TE y4714 THE WORD 'SEWER' STENCILED
IN 3" HICH BLACK LETTERS AND #8 PARE
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
i COUPLING (TYP.) a I
�I
�I
�I
)
I
-_--_____________.._--___T_., T
L---J
BEND AS -
E]tl5TING SANITARY REQUIRED
r
I SEWER MAIN r uln 5E flPE
6" SEM5R STUB
SEWER AMAIN SIZE X 6- TEE
9"K6'X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT 40. 00367502 OR
APPROVED EQUAL. SPECIFY 'SEWER' ON LID),
(SEE STD. PLAN 403A FOR INSTALLATION)
JM EAGLE THREADED CLEAN -OUT ADAPTER HUD
do PLUG (OR APPROVED EQUAL)
_-
FUTURE 4" SIDE SEWER
5"X6"X6' W'T'E FUTURE 6"x 4" REDUCER
k YTRFIED CLAY MAIN - CUT IN A NEW PVC 'TEE' LJ9NG -STRONG-BACK' FLEXIBLE COUPUNGS (FERNCO OR APPROVED EQUAL).
9. CONCRETE MAIN - CUT IN A NEW PVC -TEE' USING 'STRONG -BACK' FLE)9HLE CQUPUNGS (FERNFD OR APPROVED COVAL),
C. PVC & C900 PVC MAIN - CUT IN NEW TTE USING, RIGID CDVPLINDS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SMALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
f
01
3000 PSI Mix . `G
CONCRETE
LOCKING r f �vo
r co2% LAIN COPE
NIORIZDNTAL
6" TEE
B" MIN, M riER SERtiR MAIM
IN
C]NCRFTt: ALL]C_I[INQ AuI^Cc
-OF TEE -- - - - - - IYP_CAL SIDE SEWER
NOTE: UNLESS OTHERWISE 5HQWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERII' UNE OR 3-T
LOWER THAN 114E LOWEST HOUSE ELEVATION, NHCHEWR IS LOWER.
Apr
STANDARD SWE SEWER pro. PLAN • 406.1
PRIPUBLIC WORKS INSTALLATIONApugvm
DEPARTMENT a
(SEWER MAIN TO PROPERTY LINEy
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (586nn7
➢IA B.C. {SEE DETAIL)
REw`I`QN
SEWER
COVER M& FRAME
PLAN VIEW
25' DIA.
[635mn] 1'
3J4'25^^]
C19nm]
$ 1J2'
I [22anmr1r1] C64r,r17
rYP
COVER SECTION VIEW
26 1/2' DIA
167 3nn]
25 1/4' MIA
1641nn] 1 lllb'
1/4' i6nri) DIA 27mm7
NEOPRENE GASKET
6'
[151 nn]
5/8' 23 3fS' DIA CL OPEN
116mn] [594nn]
27 5/16' DIA
1694mn]
34 1/8' DIA
COVER BOTTOM VIEW
81-7 SOC.(ALLEN HEAD)
5/8`-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4' 1 1/16'
A--J
(27mm1
[inn]
1/TR3
GASKET GROOVE DETAIL
1867r1n] NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 0R EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON pOVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER").
9M. PLAN - 401
+. + PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2008
PATCHED ART;A
A
SEAL MATH AR 4000 OR APPROVED ^1 r
EQUAL AND DRY SANG AFTER PLAN
PATCHING N 75
2'-0' OUTSIDE OM. 2'-0'
MORTAR JOINTS) (3/6- MIN.) SEE
NOTE 3 AND SPECIAL PROVISIDN
7-05,30 ).
A
DEPTH OF CLASS 'B'
ASPHALT TO BE BELOW
W
BOTTOM 4F THE UPPER
ADJUSTMENT RING OR A
MINIMUM OF 9' WHICHEVER
IS GREATER,
ADJUSTMENT RING (1- MIN.) 09
BRICKS. SEE NOTE 4.
ECTION A -A
r9Tli?1'.1
1, REMOVE QAVEWENT AND BASE MATERIALS FOR ADI5TAN CE 3 ALL JCiVTSBETWEE.N THE CONE, ADJUSTMENT RINGS.
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS ANO FRAME SHALL BE GROUTED
FEET. ADJUST CASTING FRAME TO PAVENENT SURFACE
U51NG R'SER RINGS QR CONCRETE BLOCKS PER STD PLAN A ADJUSTVENTOF THE FRA10F TO GRADE SHALL BE
4DD.I. ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT
RINGS. BRICKS AND MORTAR ONLY. BRICKS SHALL BE
2, REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF W CF STAGGERED TO CREATE A RUNNING BOND OR It2 BOND THE
CLASS'B' ASPHALT CR TO A DEPTH THAT 15 2"ISELOw THE UMOF SHIMS IS PR-DHWITE[1.
BOTTOM OF THE UPPER ADJUSTMENT RINGWH CHEVER IS
GREATER OR AS APPROVED BY THE ENGINEER.
Lncompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ Issaouah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419
ISM, PLAN -- 4WA -
TYPICAL UTILITY COVER APMear>sp.
ADJUSTMENT FOR f �Y r
PAVEMENT OR OVERLAY -
0 GATE
S �MES
OF WAs� <Q
U'T'T
co .r � Z
38285
O�SS 0NA��
RECESSED Not to Scale
LIFT POCKET FRAME
3/4" LETTERING 'SEWER" 2'-C)" DIAMETER 2'-C"
I t�7 �So C� (2) BOLT SOC. {ALLEN HEAD} r
-5/8" - 11 X 1.5 STAINLESS
o�oao STEEL
REF. PART 900981177
1 -3/16'
1G-1/2' ASPHALTS .,8„
5,8..
1-1 f8'
2-1/4" BOLT DETAIL
14- 12-3/4'
2
h� 11" �I
1-1/a"
CAST IRON RING AND CODER
45' (1 /8) RENO
45• (1 /8) BEND
SAND OR
EXPANDABLE
FOAM
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES:
1. 8• AND 6" CLEAN -GUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No, 3695 (PRODUCT NO. 003699D3) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER 11GHT A55EMBLY.
2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER.
PUBLIC WORKS
DEPARTMENT
8" OR 6" CLEANOUT
FOR SANITARY SEWER MAIM
Iv
5
REVISED DITCH STORMDRAIN
BCS
11/27/17
TJR
SURVEYED: ____
4
TAPER FRONTAGE CURB/ MOVE SS
BCS
11/17/17
TJR
DESIGNED:
3
REVISED PER CITY REVIEW
BCS
4/20/17
NEM
TJR
2
REVISED PER CITY REVIEW
BCS
3/20/17
TiR
DROWN` BCS
1
REVISED PER CITY REVIEW / ADD VAULT
BCS
2/16/17
TJR
CHECKED:
NO.
REVISION
BY
DATE
APPR
TJ R
APPROVED:
TJ R
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
STQ. PLAN - 403.1
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
W (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5)
C'OJNDATION LEVEL
sk 10010000,
LIMITS OF PIPE ZONE
D. OF PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4, PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)'
OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 405
URIPUBLIC WORKS PIPE BEDDING APD OVED-
DEPARTMENT FOR SANITARY SEWERS11 Q
tiM� OAR
CITY OF
RENTON
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:
Date:
BY:
Date:
BY:
Date:
BY:
Date:
DATE:
CARPENTER SHORT PLAT 10/27/17
L U Al 4- 001200 U 16 - 0 0 4 6 3 6 FIELDBOOK: N/A
PAGE: N/A
DRAWING NO:
DETAILS 13708
SHEEr:
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