HomeMy WebLinkAboutS-396108V
SEC. 14, TWP 23 N, R5E vv.k
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CONSULTANTS
Site Planning - Civil Engineering
Land Use Consulting - Project Management
11431 WILLOWS RD. NE, SUITE 120
REDMOND, WA 98052
Phone: (425) 285-2390 1 FAX: (425) 285-2389
www.cphconsultants.com
7'
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.
NOT TO SCALE
A'
I 'B'
I 'C'
I 'D'
I 'E'
48" MH
48"
6" MIN.
5"MIN
24 MIN.
21" I.D.
54" MH
54"
8" MIN.
MIN.
24" MIN.
24 I.D.
60 MH
60"
B" MIN, 1
6" MIN.
1 42" MIN.
1 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, INCLUDING 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.
- 400.1
PUBLIC WORKS STANDARD SANITARY MANHOLE
p=•`Z DEPARTMENT
FNTo SEPTEMBER 2011
W (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5)
FOUNDATION LEVEL
LIMITS OF PIPE ZONE
RM
.D. OF PIPE
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 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.
PUBLIC WORKS I PIPE BEDDING
DEPARTMENT FOR SANITARY SEWERS
STD, PLAN - 405
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120"
APART ON 23 1/16' (586mm)
DIA B.C. (SEE DETAIL)
COVER & FRAME
PLAN VIEW
25' DIA,
C635r 3
1°
3/4'
�25rM7
119mm7
11L
B 3�t
2 1/2'
1222mm7
164mm7
TYP
COVER SECTION VIEW
26 1/2' DIA
C673mm7
25 1/4' DIA
1641
1 1/16'
1/4' (6) DIA
�
127mm]
NEOPRENE GASKET
1
6'
C152mm]
1
5/8'
I
23 3/8DIA CL OPEN I
I I
C16mm7
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'
127mm)
C3mm]
CR3mm]
GASKET GROOVE DETAIL
Lbb/MMJ NOTES.
FRAME SECTION VIEW 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"),
STD. PLAN - 401
PUBLIC WORKS DEPARTMENT MANHOLE FRAME AND COVER
pFo� DECEMBER 2008
0 CONSTRUCTION PERMIT SUBMITTAL
CONSTRUCTION RECORD DRAWINGS
�O
Know what's below.
Call before you dip. N0. REVISION
RECESSED
/
LIFT POCKET
o 0
o � o � o
3/4" LETTERING "SEWER"
SEWER a
o a o o
(2) BOLT SOC. (ALLEN HEAD)
11 X 1.5 STAINLESS
STEEL
REF. PART00981177
O O
H 1-3/}6"
"-10-1/2"--i 5/1
1/4"1 12-1/2"-{
_T 1/8
2-11
I I�- ' 213/4 ---1 1 1
CAST IRON RING AND COVER
BOLT DETAIL
Not to Scale
2'-0" FRAME I DIAMETER I 2'-0'°
T
8" CLASS "B"
ASPHALT
45- (1/8) BEND
45' (1 /8) BEND
SAND OR
EXPANDABLE
FOAM
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES:
1. B" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V-O" THICK, 2'-0- SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
�I
EX. SEWER MAIN
PROPERTY LINE
.._.. �..._.._.._..
--SPOOL (LENGTH AS NEEDED)
• ......
o
6" SEWER STUBE
in I FUTURE 4" SIDE SEWER
DC\---------�
/ ` 2"x 4" STUD MARKING POST PAINTED
SEWER MAIN TEE X 6" TEE
I 6" CAP J WHITE WITH THE WORD "SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND #6 WIRE
Z I WRAPPED AROUND THE STUD AND
7 EXTENDED TO THE TOP OF THE STUD.
COUPLING (TYP.)
Q
3•
L
I 6'X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
� ( (EAST JORDAN IRON WORKS PRODUCT N0. 00367502 OR
T ' APPROVED EQUAL, SPECIFY -SEWER- ON LID),
ix
1 (SEE STD. PLAN 403.1 FOR INSTALLATION)
I
J
JM EAGLE THREADED CLEAN -OUT ADAPTER HUB
BEND AS PLUG (OR APPROVED EQUAL)
REQUIRED
&SAAWER�MAIN --2.OX MIN. SLOPE
_3
t\\
�6" SEWER STUB
`FUTURE 4" SIDE SEWER
6"%6"%6' WYE
`FUTURE 6"x W REDUCER
`SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEOURES FOR SIQF SEWER CONNECTIONS TO EXISTING SEWER MAW
A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC 'TEE" USING 'STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW PVC "TEE' USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC h C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS 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 SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE-ORILLED.
3000 PSI MIX
CONCRETE }• i pY1 OK
BLOCKING ��4.5 �Mp'A�01.O
al MIN SLOPE
6" TEE / HORIZONTAL
6" MIN. SEWER SEWER MAIN
MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN BETWEEN 25' ANO 45' TYPICAL SIDE SEWER
Nam: 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 STD. PLAN -406.1
PRPUBLIC WORKS Ae �0e
DEPARTMENT INSTALLATION a
(SEWER MAIN TO PROPERTY LINE) ti DA
PCE
2/20/17
JBS
suRVEYEMITCH EVANS
ACS
1112711 g
CBS
DESIGNED:
JAMIE SCHROEDER
DRAWN:
PETER EVANS
CHECKED:
MJH
BY
DATE
AP P R
APPROVED:
xxx
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAM) 1988
HORIZONTAL: NAD 1983/1991
DATUM
PUBLIC WORKS 8" OR 6" CLEANOUT
DEPARTMENT FOR SANITARY SEWER MAIN
0 CITY OF
RENTON
Planning/Building/Public Works Dept.
STD. PLAN - 403.1
CONSTRUCTION RECORD DRAWING
THE AS -BUILT INFORMATION SHOWN
ON THIS PLAN IS PER A FIELD SURVEY
PERFORMED AND DATA PROVIDED BY
AXIS SURVEY & MAPPING AND/OR
S-396108 RECORD ITH�RMATION CON CONTRACTOR
PROVIDEDBY
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MEADOWVUE
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
SANITARY SEWER DETAILS
7/25/18
PAGE:
DRAWING NO:
C4.101
SHEET: OF:
35 43