HomeMy WebLinkAboutS-344616a6: 5— 341 7zG16
(:N
BECLAN IAKA BECLAN PLACE] - MINOR AMENDMENT
p
DO
N
s°
41—
A PORTION OF THE NW 1/40F THE NE 1/40F SEC. 15, TWP, 23N., RGE. 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
I
J_
Q
H—
W
O
2' -0"
{�1/2" WEB 8 PL.
I
3/4" SQUARES SPACED – 3/4" CONCRETE
1/2" x 3" x 3/8" NON –SKID PATTERN
ZOQ
AS INDICATED – HT. 1/8" -j CLASS 3000
CAST INTEGRAL ON TOP
< H
❑ — [ 1 /2„ - t :�
�.`'.
° ° ° 25 -1/4"
Z
❑ ❑ ❑
0
OO
CO
I
ill
a
24"
: Z
❑ 0 Y– 4 -3/4"
1„
Q J
Q
2 0
W
�O DO 3:
Z 0 LLJ
RAISE -1/2" FIBER JOINT
1 to
Z M Q (n
U}
WIDE BORDER PACKING
1"
�1 -1/4"
23 -1/4" 3/4„
m QCkf
1D" 45° (1/8) BEND
, FRAME (NON - LOCKING) COVER NON - LOCKING) 33 -1/4"
Z
9„
FOR 5/8 " -11 N.C. x 1 -1/4" SECTION A -A
(/")
PIPE MATERIAL AS SPECIFIED ;;
A S.S. SOC. HD. CAP SCREW (3 REQ'D.)
8 -3 4"
BY THE ENGINEER ;''
„ TYP B 5/8” 3/8" 1 -3/8"
TYP. NON —SKID PATTERN
° ° B 0 0
''
1 " SEAT —� I-2 -1 /2"
0
7
25'
OX.,1"/2
E� 3
7 -3 4"
2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW SECTION B -B
8
UNDERSIDE SHOWN FOR CLARITY
v
15 PLUG TO BE SEALED
3/4" CORE (TYP.) ON 23" B.C.
N SAME MANNER AS
TAP 5/8 " -11 N.C. 1_1/2" CORE (TYP.) (LOCKING)
to
CAST IRON RING AND COVER MAIN SEWER JOINTS.
ON 23" B.C.(TYP. 3 PL.)
an
NOTE:
FRAME COVER (LOCKING
�I
o
IN UNIMPROVED AREAS POUR V -0" THICK 6 INCH OR 8 INCH CLEAN —OUT
,LOCKING)
NOTES: MANHOLE FRAME AND COVER
D
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND \�Y p ADOPTED
RING AND COVER. 0 CITY OF RENTON
1. FOR NON— LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. \�Y p ADOPTED
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. p T CITY OF RENTON
$
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING 4 4
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),_
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. p— ? STANDARD PLANS
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "). P STANDARD PLANS
4- ti
F N j 0 LST DATE: 12/96
F N j 0 LST DATE: 12/96
11
1 10 17/9 Added notes. DCV AG
DATE REVISION BY APPR DWG. NAME: BW188 SP PAGE: 13076
10/17/j Edited notes. OCV AG
I DATE I REVISION BY APPR DWG. NAME: BR29 SP PAGE: B074
ALL 90• TURNS SHALL
4" CLEANOUT WYE WITH BE ACCOMPLISHED BY MEANS NOTES:
'
y3
2
45' BEND AND PLUG. OF A WYE AND 45' BEND.
N
w w w TWO 45• BENDS SHALL NOT 1. Prior to installation of a sanitary sewer connection.
z z z a aide –sewer permit must be purchased from the City of
BE ACCEPTABLE.
Renton Public Works Department.
Q
sw
2. Type. of pi and fittings that can be used for sanitary
sewers shall be approved by the Department of Public Works.
w w w
0. 0. tt Rubber or neoprene gaskate as specified by the manufacturer,
shall be used on joints.
HOUSE a HOUSE n HOUSE a. 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
ggr.do release to the City and then can install
3 –0" MIN. e' pipe at a grade of R.
4. For inspection of aide sewer, call 24 hours
W
3
ppw
i
r–
y#
in advance, 277 -5570. Site must be ready for inspection
4" SEWER PIPE and representative on site when inspector
BEND AS REOUIRED (TYPICAL) arrives at ap anted time. Side sewer and stub
NO MORE THAN 45• BEND). 4" SURFACE a ( ) 2po
ERY 2ND CHANGE IN 4" SEWER PIPE, SEE NOTES 2 AND 3. shall be to ad per City epaciouseona.
CLEANOUT
S=344616
S
•h DIRECTION OR GRADE WILL k Make the connection at the house. Do not backfill
WyE 4" TEST TEE WITH MINIMUM LINE SIZE FOR OTHER THAN the ditch until a royal is given b the ins actor.
R UI St�j2FACE PLUG FACE UP SINGLE FAMILY 1S 6" g y p
iI
C 0 WY 4" CLEANOUT TYPICAL Final approval w, l be geared attar the eziating
( ) septic tank hoe been pumped out and filled with Band.
0.
OL
WYE WITH PLUG
1 PROPERTY LINE PROPERTY LINE
5. Install side sower with 2' minimum cover. 18"
Q
'o 'a 'a 'a cover is allowed at the house if outlet is shallow.
6' MIN. 6'k 4" REDUCER
a O O O
(TYPICAL) C 6. aide sewer stub is net available. The owner .hall
�n �_ yj be mronsibla for its installation. The aide sewer
MAIN SEWER LINE S (if �1 shall be a minimum of 6' in size. If tee is not
available, the main sewer line must be topped
ASBUILT D
W
t a coat iron .addle. All work within
street
TYPICAL BUILDING SEWER INSTALLATION PLAN and right —of —way shall be done by a licensed
and bonded contactor.
m
Z 4" SOIL PIPE 7. All work shall be accomplished in accordance
- 0 4o IF THE BUILDING SEWER SERVES ANY FIXTURE with the Washington Industrial Safety and
4" CALDER COUPLING Health Act. (WISHA)
- v -1 HAVING FLOOD LEVEL RIMS LOCATED BELOW THE
OR EQUAL TO FIT o ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER
O o B. All trench restoration for aide aewere m the public
A. SC
�` k
Sad SURFACE CLEANOUT - O OF THE PUBDC SEWER SYSTEM, A BACKFLOW PREVENTION right —of —way shall conform to the most current trench
O DEVICE SHALL BE INSTALLED EQUAL TO TYPER 2 -84. restoration requirements as shown on ding. /HR -23.
Og 1lA,gB
W /
'GA
4"x 4x4 WYE
9
e C
m in 9. All building sewer and aide sewers shall have
0. ,
accordance
m bedding in accordance with drawing BW18C or
4" PIPING BR09 as applicable.
_
�:Y1�I�J6L ���
-1A
4 "x 4 "x 4" TEST TEE O 4" CALDER COUPLING
Ow Z z OR EQUAL TO FlT 10. Thera shall be a minimum 10 foot horizontal separation
1 W ¢ FACE UP AND PLUGGED o w between sanitary side sewers and water services and a
.'� AA
.
32223
�Tlsra�
`�
O l'1 4" NIPPLE I +�i minimum 5 foot horizontal sepeation between sanitary side
SURFACE CLEANOUT
VERTICAL DATUM: BENCHMARK 1 , VL A �= ���
w i m VI sewers and y9 other utilities.
z m 6 "x 4" REDUCER 4 "x 4 "x4' WYE
IDNAL
CITY OF RENTON, NAVD 88 tale S. a7`+TM SO07 A. (�) 25-4M
zoo?
Js re 6" COUPLING TO FLT 4" PIPING
CITY OF RENTON BENCHMARK #2104. 1" IP �sAL WAY• wit isooe AtAsds11040' of
END 6" PIPE
PLAN
W /PLUG & TACK DOWN 0.9' IN CASE LOCATED o30[/3
En
ao ° z REMOVE 2 "x4" STUD AND CAP OR PLUG — TYPICAL BUILDING SEWER —
BUILDING DRAIN
AT THE INTERSECTION OF SE 136TH ST. AND
o f m ?i ON END OR EXISTING 6" SEWER PIPE.
x o FOR LOW HOUSE SIDE SEWER (PROPERTY LINE)
144TH AVENUE SE. ELEV.= 399.340 FEET (121.719 CITY OF RENTON
a I AND INSTALL BUILDING SEWER COUPLINGS,
oilMETERS
) CALL 48 HOURS
REDUCER, TEES, AND BENDS AS REQUIRED. TO BUILDING CONNECTION
DEPARTMENT OF PUBLIC WORKS
BEFORE YOU DIG
PROPERTY LINE INSTALLATION PLAN
41 DETAIL
BECLAN (AKA BECLAN PLACE
SEE SIDE SEWER
wz 5" PIPING TO W –D" ZY ADOPTED
CHECKED FOR COMPLIANCE 1- 800 - 424 -5555
r,Nl BEYOND PROPERTY LINE VOT CITY OF RENTON
Zw 5" S1DE OUTLET TEE
r
SANITARY SEWER NOTES AND DETAILS
TO CITY STANDARDS
w CALL FOR LOCATIONS BEFORE YOU DIG ♦ ♦
a o SEE NOTE 6 SEWER MAIN 48HR LOCATORS 1- 800 - 424 -5555 STANDARD PLANS
O rn
DESIGNED: BAS
Date DATE: 03/01/13 FILE NAME: 12183 -C21
� F p LST DATE: 12/96
a P LAN
DRAWN: TAB
Date
O
BUILDING SEWER
INSTALLATION 10 /17/9 Edited text Dcv Ac DWG. NAME: BR35 SP PAGE: 13082
Date CHECKED: BAS SCALE: AS SHOWN BOOK: PAGE'
Z
DATE REVISION BY APPR
SHE
NO. REVISION BY APPR. DATE APPROVED: SHEET: C -21 OF: 25
a6: 5— 341 7zG16