HomeMy WebLinkAboutWWP2703442.1NE 1 /4 OF SECTION 10, TOWNSHIP 23N, RANGE 5E, W.M.
Ir
6"0 PVC SIDE SEWER 466
1.00% SLOPE -�
6"0 PVC SIDE SEWER,
12 1.00% SLOPE
'F=466.00
6 STUB EL. 462.50
CID
i6
1 2
FF=469.00 FF=468.00
STUB EL. 461.05 STUB EL. 461.02
CLEANOUT (TYP.)
I � I
464 _--_-_6"0 ' R 462 -
1.00X SLOPE
454
6"0 PVC SIDE SEWER, .
---- 460
f
13 1.00% SLOPE
452 450
FF=465.00 (MIN.) 14
15
STUB EL. 46139 FF=464.00 (MIN.)
STUB EL. 460.46
FF=46 0
F (UPPER)
STUB EL. 6 .46.
FF=464.00 (UPPER)
STUB4EL 72)
FF=464.00 (UPPER) 1
STUB EL. 460:5g .,
INTERNAL GRINDER REQ D
FOR LOWER FLOOR
STUB EL 461.18 .`
,
INTERNAL GRINDER REQ D
I I 466
I TERNAL GRINDER REQ'D
FOR LOWER FLOOR
FOR LOWER FLOOR
Q
10
I I
6" CLEARANCE
I_
I 456
I
MIN. (TYP.)
11
I
I �
462
458
454 (
6"0 PVC DINT SIDE SEWER, 460,
2.00% SLO E FROM MAIN 0-
I3
CLEANOUT, 1.00 FROM CL OUT 462
468 - 5 6 TO LOT
FF=469.00 I
FF= 468.50
STUB EL. 460.43 FF=468.00 - 7 -- $-- 464 P
STUB EL. 460.41 FF=467.50 t- 466
I
STUB EL. 460.00 FF=467;00
STUB EL. 459.96 FF=465.00 v
STUB EL. 459.40 STUB EL. 459.37 I
PROPOSED FIRE HYD ANT
I
I 6" 0 P C SIDE SEWER, I 1 •
°
I
N
---------�
2.00% SLOP (TYP. UNLESS -
I
OTH RWISE NOTED) •
I
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I 4
- -
♦16" CLEARANCE - - - - J
{
. _ .. B T STORM.
EXISTING FIRE HYDRANT
1
EXISTIN3 SEWER MAIN;
PROJECT S-3088
I
1
VERTICAL DATUM:
NAVD 88 PER CITY OF RENTON VERTICAL CONTROL
ALL SEWER INFORMATION IS PER FIELD SURVEY BASED ON ABOVE DATUM.
EXISTING SIDE SEWER NOTE:
EXISTING SIDE SEWERS FOR THE EXISTING RESIDENCES ARE TO BE FIELD LOCATED, CUT
AND CAPPED PRIOR TO THE START OF CONSTRUCTION.
I1
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
0D,MT,ND,0R,WA)
SANITARY SIDE SEWER GENERAL NOTES:
1. PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION,
A SIDE -SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT.
2. TYPES OF PIPE AND FITTINGS THAT CAN BE USED FOR SANITARY
SEWERS SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS.
RUBBER OR NEOPRENE GASKETS AS SPECIFIED BY THE MANUFACTURER,
SHALL BE USED ON JOINTS.
3. A MINIMUM GRADE OF 2% (1/4" PER FOOT) MUST BE
MAINTAINED WITH 4" PIPE. IN THE EVENT A 2% GRADE
CANNOT BE MAINTAINED. THE OWNER MUST GRANT A
GRADE RELEASE TO THE CITY AND THEN CAN INSTALL
6" PIPE AT A GRADE OF 1%.
4, FOR INSPECTION OF SIDE SEWER, CALL 24 HOURS
IN ADVANCE, 277-5570. SITE MUST BE READY FOR INSPECTION
AND REPRESENTATIVE ON SITE WHEN INSPECTOR
ARRIVES AT APPOINTED TIME. SIDE SEWER AND STUB
SHALL BE TESTED PER CITY SPECIFICATIONS.
MAKE THE CONNECTION AT THE HOUSE. DO NOT BACKFILL
THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR.
FINAL APPROVAL WILL BE GRANTED AFTER THE EXISTING
SEPTIC TANK HAS BEEN PUMPED OUT AND FILLED WITH SAND.
5. INSTALL SIDE SEWER WITH 2' MINIMUM COVER. 18"
COVER IS ALLOWED AT THE HOUSE IF OUTLET IS SHALLOW.
6. IF SIDE SEWER STUB IS NOT AVAILABLE. THE OWNER SHALL
BE RESPONSIBLE FOR ITS INSTALLATION. THE SIDE SEWER
SHALL BE A MINIMUM OF 6" IN SIZE, IF TEE IS NOT
AVAILABLE, THE MAIN SEWER LINE MUST BE TAPPED
THRU A CAST IRON SADDLE. ALL WORK WITHIN
STREET RIGHT-OF-WAY SHALL BE DONE BY A LICENSED
AND BONDED CONTRACTOR.
7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE
WITH THE WASHINGTON INDUSTRIAL SAFETY AND
HEALTH ACT. (WISHA)
8. ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC
RIGHT-OF-WAY SHALL CONFORM TO THE MOST CURRENT TRENCH
RESTORATION REQUIREMENTS AS SHOWN ON DWG. #HR-23.
9. ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE
BEDDING IN ACCORDANCE WITH DRAWING BW18C OR
BR09 AS APPLICABLE.
10. THERE SHALL BE A MINIMUM 10 FOOT HORIZONTAL SEPARATION
BETWEEN SANITARY SIDE SEWERS AND WATER SERVICES AND A
MINIMUM 5 FOOT HORIZONTAL SEPARATION BETWEEN SANITARY SIDE
SEWERS AND ALL OTHER UTILITIES.
I PROPERTY LINE
z IE-
o FUTURE
6" BUILDING SEWER PIPE
DING SEWER
�2'x
Z 4" STUD MARKING POST PAINTED
TEE WITH 6" SIDE OUTLET
-' 6"X6"X6" WYE WHITE WITH THE WORD "SEWER" STENCILED
SURFACE CLEANOUT WITH IN 3" HIGH BLACK LETTERS AND 6 WIRE
w CAST IRON RIIJG & COVER k
If (EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND
THE
2976 OR APPROVED EQUAL, EXTENDED TO THE TOP OF STUD
a SPECIFY "SEVIER" ON LID,
SEE STD PLAN 4031 FOR
6" SIDE SEWER AIJD BUILDING SEWER
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIDNS TO MAIIJ
LINES ARE AS FOLLOWS:
A VITRIFIED CLAY MAIN - CUT IIJ 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 USIIJG RIGID COUPLINGS
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE'i
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE -DRILLED
60" ALLOWABLE MAX
/ FOR CAST IRON PIPE
OR DUCTILE IRON PIPE Z�OJj
1: 3: 5 mix o-5 G�6NO
CONCRETE
BLOCKING SP 15 /MPS S� 0L0
GO 27 MIN SLOPE
HORIZONTAL
6" SIDE OUTLET TEE
i SEWER
6" MIN MAIIJ SEWER MAIN
CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
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
STANDARD SIDE SEWER SM. PLAN - 406.1
PUBLIC WORKS DEPARTMENT INSTALLATION
�F lVTp (SIEUVER MAIN TO PROPERTY LONE) SEPTEMBER 2011
A J
�� pF WASg ��df
D.R. STRONG 1 CITY COMMENTS DATED OCT. 6. 2011
11 CONSULTING ENGINEERS 2 BAYFILTER REVISION
10604 NE 38th PLACE, SUITE 101 3 CITY COMMENTS DATED NOV. 15, 2011, MYL.AR
KIRKLAND, WA 98033
45232 425.827.3063 OFFICE
�ECISTER�1C5~ 800.962.1402 TOLL FREE
ION 11 ��'l` 425.827.2423 FAX
NO, REVISION
MAJ
10.15.11
LRJ
I SURVEYED:
SJS
MAJ
11.22.11
LRJ
DESIGNED:
MAJ
MAJ
01.04.12
LRJ
DRAWN:
CWA
CHECKED:
MAJ
I_y
DATE
AP P R
APPROVEL
Uw
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
7�
O .,
RECESSED C)
LIFT POCKET
z iJ
5B' - 11 N C SOCKET HD 2" A C.
SCREW 1 Ya" LONG
(BRONZE OR SS) CD
® z
f �d
)z" x 2" RAISED PADS C O
y
6" CONCRETE
- CLASS 3000 SAND OR
EXPANDABLE
FOAM _®
12 Y,.. _
4„ _ WATER TIGHT
PLUG
I 2
I 5/8
1 Y.'
12 Y,"
14"
CAST IRON RING AND COVER
45- (1 /8) BEND
B.,
� aP
�G
�P
.�o
J�
�O
FP PIPE MATERIAL AS SPECIFIED
C? BY THE ENGINEER
_- 45' (1/8) BEND
NOTES:
8" AND 6" CLEA14OUTS OIJ SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC
NO 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY
2 IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE
CONCRETE. CLASS 3000, PAD AROUND THE RING AND COVER
PUBLIC WORKS 8 OR 6 9h',gCM r:1 (EAH-OUT STD. PLAN - 403.1
DEPARTMENT FCC 3AN9 =1R MAINS
I SEPTEMBER 2011
VERTICAL: NAVE, 1988
HORIZONTAL: NAD 1983/1991
DATM
- CITY OF
RENTON
Planning/Building/Public Works Dept.
5-344201
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
GRAPHIC SCALE
Q 15' 30, 60'
I-1 INCH = 30 FT,
BROOKEFIELD NORTH
SANITARY SEINER PLAN
09-06-11
FIELDBOOK:
PAGE:
C11 11
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