HomeMy WebLinkAboutWWP2703681.5NE 114 SECTION 10y TOWNSHIP 23 N, RANGE 5 E, W.M.
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W (SEE NOTE 7) LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR
SANITARY SEWER PIPE O.D. OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL -�
BEDDING FOR SANITARY SEWER 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 "GRAVEL BACKFILL FOR DRAINS"
AS SPECIFIED IN THE AGGREGATES SECTION 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
PUBLIC WORKS PIPE BEDDING
` `•` + DEPARTMENT i FOR SANITARY SEWERS
1�1\ Cod OCTOBER 2012
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Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
32162
R�SCER
IONAL
7'
IB'
I
NOT TO SCALE
PIPER'S BLUFF
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 WITH 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 SIZE - '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" I.D.
54 MH
54
8" MIN.
5.5" MIN.
1 24" MIN.
24" I.D.
60" MH
60'
8" MIN.
6" MIN.
1 42" MIN,
30" I.D.
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 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, INCLUDI"G CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR
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.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM 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.
Oti�y p� PUBLIC WORKS STD. PLAN - 400.1
+(�n�
� DEPARTMENT STAI+IDARD SANITARY MAMANHOLEf
SEPTEMBER 2011
6" BUILDING SEWER PIPE
WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
1:3:5 MIX
CONCRETE
BLOCKING
�ROPERTY LIIJE
3'-0"
oI1 FUTURE
BUILDING SEWER
\ w
z 6"X6' X6" WYE `2 x 4" STUD MARKING POST PAINTED
SURFACE CLEANOUT WITH WHITE WITH THE WORD "SEINER" STENCILED
cr CAST IRON RING & COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE
o(EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND
a 2975 OR APPROVED EQUAL; EXTENDED TO THE TOP OF THE STUD.
SPECIFY "SEWER" ON LID,
SEE STD. PLAN 403,1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL),
C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A. NEW TEE USING RIGID COUPLINGS,
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE -DRILLED,
r60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
6" SIDE OUTLET TEE
I SEWER
6" MIN. MAIN SE
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
NOTE:
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.
PNG 06
2
GON 2% MIN SLOPE
HORIZONTAL
R MAIN
TYPICAL SIDE SEWER ELEVATION
Y STD. PLAN - 406.1
STANDARD SIDE SEWER
0
a PUBLIC WORKS
DEPARTMENT I INSTALLATION I- -
��NSOS (SEWER MAIN TO PROPERTY LIT1E) � SEPTE?fBER 2011
SEAL WITH AR 4000 OR
APPROVED EQUAL AND DRY
SAND AFTER PATCHING
I
PATCHED AREA
PLAN
NTS
SECTION A -A
NOTES:
A
2" ASPHALT CLASS "B"
OR AS APPROVED BY
THE ENGINEER.
CONCRETE
REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS TWO FEET.
ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR
CONCRETE BLOCKS PER STD. PLAN 400.1.
REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH
CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE
WITH 2" OF ASPHALT CLASS "B" OR AS APPROVED BY
THE ENGINEER.
y
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PUBLIC WORTYPICAL UTILITY COVER STD. PLAN - 400.4
KS I
DEPARTMENT ADJUSTMENT FOR
PAVEMENT OR OVERLAY DECEMBER 2010
Grout adjusting rings inside, outside
and between. Grout under casting.
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(1)c E E c''
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Mortar/N
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I C
Copolymer Polypropylene
-Co Plastic Steps & Ladder.
I per the Standard Detail.
to
2 Locate as shown
on plan view below.
I P
id t t k k- t
Manhole Frame and Cover
per the Standard Detail.
Locate as shown on plan.
11-III- Minimum requirement
for adjustment shall be
(2) - 4" rings.
Eccentric cone.
1' section below cone
is required.
-Confined 0-ring rubber
gasket joints and butyl
sealant strips (typ.)
rove grou a noc ou ,
s Provide sand collar for PVC
I Pipe' 1 a
Poured in place Class 4000
cement concrete base.
, TTI- TT
Kor-n-Seal boot by
NPC, Inc., or approved
equal.
c
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a ,
M slope 3/8"/ft +'
I � flow
-11- -II^III 11 Pea gravel bedding per
ELEVATION the Specifications.
Foundation gravel per the
Specifications, if required.
Notes:
1. Marker posts may be required in
easements.
l flow
1.
' I I
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Manhole steps.
Frame and cover. P LA N
A_ L, ANHQL.E
NOT TO SCALE
Detail Approvals NORTHS"ORE UTILITY DISTRICT ;)
Engineer GSM I��
Manager DPK STANDARD SEWER DETAILS MguM 2011
s2(3A0DLEAIH).DWG
1 REVIEW COMMENTS 11 04.03.13 WUC 5.22.13 LRJ SURVEYED: scA`E` VERTICAL: NAVD 1988
D.R. STRONG sJs AS NOTED HORIZONTAL:NAD 19e3/1991
CONSUL 7ING ENGINEERS DESIGNE NAK
DRAWN:[DR
ENGINEERS PLANNERS SURVEYORS WIC
'ou,
10604 NE 38th PL, #101 KIRKLAND, WA 98033 ONE INCH ��M
O 425.827.3063 F 425.827,2423 CHECKED: A7 FULL SCALE
^� n IF NOT ONE INCH
www.drstrong.com ! VI 0 , REVISION B �/ DATE ^ P P f \ APPROVED: SCALE ACCORDINGLY
LRJ
BDLTHDLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (586mm)
DIA B,C, (SEE DETAIL)
8�
RENTON
O
SEWER ti
NAM IN USA
COVER & FRAME
PLAN VIEW
15' DIA,
1635Mr1] 1"
3/4' r 125 nr 7
[19rnm]
8 3/4' 2 i/2"
1222mml 164riml
TYP
COVER SECTION VIEW
26 1/2' DIA
C673mml
25 1/4' DIA
m r ] 1 1/16"
1/4' (6nr1) DIA r 127rtr,]
NEOPRENE GASKET jl
-_- 6'
[lsl r,rn]
5/8' 23 3/8' DIA CL OPEN 1
116mml 1594mml
27 5/16' DIA
_J
1694mml
- 34 1/8' DIA
COVER BOTTOM VIEW
(3) BLT SOC, (ALLEN HEAD)
5/8'-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4' -' ~1 1/16'
I6mm, � [27MM]
1 I
I3mm]
IR3mr)]
GASKET GROOVE DETAIL
I867mm' NOTES:
FRAME SECTION VIEW I. 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").
PI STD. PLAN - 401
PUBLIC WORKS
DEPARTMENT MANHOLE FRAME AND COVER
DECEMBER 2008
- CITY OF
RENTON
Planning/Building/Public Works Dept.
368105
DRAWINGS NOT APPROVED
FOR CONSTRUCTION UNLESS
STAMPED OR SIGNED APPROVED
BY THE REVIEWING AGENCY
RECOMMENDED
FOR APPROVAL
R Y -
BY
BY
06-28-12
FIELDBOOK:
PIPERS BLUFF PAGE:
SANITARY SEWER DETAILS DRAWING "
SHEET: OF:
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