HomeMy WebLinkAboutWWP2703446.13re)cV
U
u7
N
o-
\
00
N
co
o `—
Z
U
�y
I
J
Q
U
g
o
z CD
Z
Q
o
0
zwz
Q W
0
mWoo
Q
Q
Jz
y
<0M
ry
LLJ
W
w
W
r-Y
a
M
Q
W
Q
a
z
Q
Cn
U
n
Q
d
t� O
U
'-' w
Uri
o
a
104
m
I
s`
o
I
�
Z
3
J
v"
ZZ
0
V
Z
W Ct
io
N
W
�a
5�
vi
O
Z
< ,�
Q
in
oWLL Q) � (!q�
Bm H om c
z W
asa
IZ
IZ
Q
W
Q
d
Ld
x
m
1-1/4'j
10"
9„
8-3/4"
1 /2' 2"
i�
" SQUARES SPACED 3/4"
INDICATED — HT. 1 /8"
1 /2„
RAISE-1 /2"
WIDE BORDER
5/8„
7T/8" 4"
BECLAN IAKA BECLAN PLACE) • MINOR AMENDMENT
A PORTION OF THE NW ?4 OF THE NE i4 OF SEC. 15, TWP, 23N., RGE, 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
12"9
FIBER
PAC K I I
45° (1 /8)
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
CONCRETE
CLASS 3000
3/4„
- 7„ ,
'.r'' CO e•
7-3/4„
8"
15"
PLUG TO BE SEALED
CAST IRON RING AND COVER IN SAME MANNER AS
MAIN SEWER JOINTS.
NOTE:
IN UNIMPROVED AREAS POUR 1'-0" THICK 6 INCH OR 8 INCH CLEAN —OUT
2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER. ��� Y O� ADOPTED
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING CITY OF RENTON
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. STANDARD PLANS
LST DATE: 12/96
10/17/96 Added notes. DCv AG DWG. NAME: BW18B SP PAGE: B076
DATE REVISION IBY APPR'D
ALL 90' TURNS SHALL
4" CLEANOUT WYE WITH BE ACCOMPLISHED BY MEANS NOTES:
45' BEND AND PLUG. OF A WYE AND 45' BEND,
Z Li Z Z TWO 45' BENDS SHALL NOT 1. Prior to installation of a sanitary sewer connection,
J J Renton Public Works Department.
BE ACCEPTABLE. a side —sewer permit must be purchased from the City of
2. Types of pipe and fittings that can be used for sanitary
w Ljj w sewers shall be approved by the Department of Public Works.
a- G_ a_ Rubber or neoprene gaskets as specified by the manufacturer,
o � � shall be used on joints.
HOUSE HOUSE w HOUSE CL HOUSE 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
—0" MIN.
ggrade release to the City and then can install
6" pipe at a grade of 1%.
733- .
4. For inspection of side sewer, call 24 hours
4" SEWER PIPE in advance, 277-5570. Site must be ready for inspection
�BEND AS REQUIRIED (TYPICAL) and representative on site when inspector
NO MORE THAN 45' BEND). 4" SURFACE arrives at appointed time. Side sewer and stub
VERY 2ND CHANGE IN 4" SEWER PIPE, SEE NOTES 2 AND 3. shall be tested per City specifications.
DIRECTION OR GRADE WILL CWLYEEANOUT 4" TEST TEE WITH MINIMUM LINE SIZE FOR OTHER THAN Make the connection at the house. Do not backfill
REQUIRE A SURFACE PLUG FACE UP SINGLE FAMILY 1 S 6" the ditch until approval is given by the inspector.
V
CLEANOUT WYE, 4" CLEANOUT (TYPICAL) Final approval will be granted after the existing
1 WYE WITH PLUGr, septic tank has been pumped out and filled with sand.
PROPERTY LINE PROPERTY LINE
5. Install side sewer with 2' minimum cover. 18"
� 6' MIN. �
`D `D cover is allowed at the house Tf outlet is shallow.
z z CD 6"x 4" REDUCER CD
Z (TYPICAL) Z 6. If side sewer stub is not available. The owner shall
C'nV) V V) be responsible for its installation. The side sewer
w ! MAIN SEWER LINE LX w Ix 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
TYPICAL BUILDING SEWER INSTALLATION PLAN street right—of—way shall be done by a licensed
and bonded contractor.
z 4" SOIL PIPE 7. All work shall be accomplished in accordance
of z IF THE BUILDING SEWER SERVES ANY FIXTURE with the Washington Industrial Safety and
0 4" CALDER COUPLING X Q Health Act. (WISHA)
-, HAVING FLOOD LEVEL RIMS LOCATED BELOW THE
o N OR EQUAL TO FIT Q 8, All trench restoration for side sewers in the public
I ca o � � ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER
SURFACE CLEANOUT - oZ OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION right—of—way shall conform to the most current trench
4"x 4"x4" WYE f o DEVICE SHALL BE INSTALLED EQUAL TO TYPER 2-84. restoration requirements as shown on dwg. #HR-23.
J
m L 9. All building sewer and side sewers shall have
m bedding in accordance with drawing BW18C or
4" PIPING BR09 as applicable.
4"x 4"x 4" TEST TEE CD 4" CALDER COUPLING
o w Z OR EQUAL TO FIT 10. There shall be a minimum 10 foot horizontal seperation
I FACE UP AND PLUGGED o between sanitaryside sewers and water services and a
Ln
® 3 4" NIPPLE J w SURFACE CLEANOUT minimum 5 foot horizontal seperation between sanitary side
_z = cn 6"x 4" REDUCER m 4"x 4"x4" WYE sewers and _d other utilities.
J z o 6" COUPLING TO FIT 4" PIPING
~ z END 6" PIPE
w o z REMOVE 2 PLAN
"x4" STUD AND CAP OR PLUG — TYPICAL BUILDING SEWER —
o U_ m ON END OR EXISTING 6" SEWER PIPE. BUILDING DRAIN
ate. of AND INSTALL BUILDING SEWER COUPLINGS, FOR LOW HOUSE SIDE SEWER (PROPERTY LINE)
� REDUCER, TEES, AND BENDS AS REQUIRED. TO BUILDING CONNECTION
PROPERTY i LINE w INSTALLATION PLAN
of
SEE SIDE SEWER DETAIL
o z � 6" PIPING TO 6'-0" ��� Y a ADOPTED
w BEYOND PROPERTY LINE n CITY OF RENTON
z �
Li Ld6" SIDE OUTLET TEE CALL FOR LOCATIONS BEFORE YOU DIG
:2[L o SEE NOTE 6 SEWER MAIN MR
p , 65 48HR LOCATORS 1-800-424-5555 � STANDARD PLANS
PLAN F N (O LST DATE: 12/96
BUILDING SEWER
INSTALLATION 10/17/9Edited text DCv AG DWG. NAME: BR35 SP PAGE: 8082
DATE REVISION BY PPPR'D
Ir 1 /2" WEB 8 PL.
FRAME (NON -LOCKING)
A
to TYP.
'2" x 3" x 3/8" NON—SKID PATTERN
ST INTEGRAL ON TOP
COVER (NON -LOCKING)
FOR 5/8"-11 N.C. x 1-1/4"
B S.S. SOC. HD. CAP SCREW (3 REQ'D.)
/ -,--TYP. NON—SKID PATTERN
1 ' ' SEAT
2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP.) ON 23" B.C.
DRILL AND TAP 5/8"-11 N.C. 1-1/2" CORE (TYP.) (LOCKING)
ON 23" B.C.(TYP. 3 PL.)
FRAME (LOCKING) COVER (LOCKING)
NOTES:
1. FOR NON —LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL.
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL.
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY ''WATER").
VERTICAL DATUM:
CITY OF RENTON, NAVD 88
BENCHMARK
CITY OF RENTON BENCHMARK #2104. 1" IP
W/PLUG & TACK DOWN 0.9' IN CASE LOCATED
AT THE INTERSECTION OF SE 136TH ST, AND
144TH AVENUE SE. ELEV.=399.340 FEET (121.719
METERS)
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
IIIIIIIIIIII'T
26-3/8"
25-1 /4"
24"
—� —1-1 /4''
23-1/4"
33-1/4"
SECTION A -A
I-- /o" z /o"
SECTION B-B
1''
3/4"
MANHOLE FRAME AND COVER
Cj0� Y ADOPTED
CITY OF RENTON
STANDARD PLANS
�F N T O� LST DATE: 12/96
DWG. NAME: BR29 SP PAGE: B074
S=3446 16
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
NO, I REVISION
a bll: -3 4 LIIII 111111" (10
BY I APPR.I DATE
SCHWENI &
A Assocl ns, Pac
CM A PWACT MANAGEEMIT
1945 S. 375TH STREET Bus' (25J) 226-4508
FEDERAL WAY, WA 98003 bschweW66AariLnet
CITY OF- RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN (AKA BECLAN PLACE)
SANITARY SEWER NOTES AND DETAILS
DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183-C21
DRAWN: TAS
CHECKED: BAS SCALE: AS SHOWN FIELD BOOK; PAGE:
APPROVED; SHEET: C-21 OF: 25
DIRECTOR OF PUBLIC WORKS
i
�zz
r
1
y
v1 Z
ri
a>
a