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PORTION OF NW 1/4, SE 1/4, SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
PROPERTY LINE
6'-0"
0 FUTURE
6" BUILDING SEWER PIPE -1 BUILDING SEWER
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2% 4" STUD SERVICE MARKER PAINT UPPER
TEE
WITH 6" SIDE OUTLET -'
PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
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AND #6 WIRE WRAPPED AROUND THE STUD AND
CL
EXTENDED TO THE TOP OF THE STUD.
Ir-
°-
UNLESS OTHERWISE
APPROVED BY THE CITY, MAKE TAP THROUGH CAST
6" SIDE
SEWER AND DUILDING SEWER
IRON SADDLE SECURED
TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING
NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
FOR CAST IRON PIPE
PIPE SEWER MAINS
ARE TO BE CORE DRILLED
\
OR DUCTILE IRON PIPE.
1: 3: 5 MIX tx
�Np�
CONCRETE P}
7,
NGLE �pG��NG
BLOCKING 2 5
N
��
P E
�P
0
NGFzE
Gp 2%
MIN SLOPE
`- 6" SIDE OUTLET TEE ZTSEWER MAIN IJl grANDAM SIDE SEWER �.►i�"�PWA ,PITON
6"MIN, EWER MAIN DETAIL NO. B"
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.
I
STA. 2+14 - INSTALL; _
1- PERMANENT 2" BLOW OFF ASSY
�C, NO, 1- 4" D.I. CAP .(MJ)
Q gip' 1- 4""x4" VERT. CROSS
(FOR POLY PIG)
1- CONCRETE THRUST BLOCK
N. LINE, S�4, TRAC �51
I 25 5' PUBLIC -
WATER EASEMENT
NEW 3 4 WATER METER
LOT 3 EE DETA�)
p LOT \\ 3
LOfi' 3
pp,^� ti
1
it S�
_ -
Ql 6" 67.27
�' -
—
`1
ti
1 /4 " BRASS PLUG IN CONC.
WITHOUT CASE (PER ROS 124-1 18)
(NOT VISITED)
,V 0 TO SCALE
.RNSPULUA-98-025SHPL
9809109003
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929
18" TO 20" BEHIND BACK OF CURB
AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT
OR 12" BEHIND BACK OF SIDEWALK
INLET WITH LUGS.
THAT IS ADJACENT TO CURB
5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS
NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF
SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD
TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
X 5" STORTZ, ATTACHED WITH 1 /8" STAINLESS STEEL CABLE.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH
1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE
REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION
PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE
AS REQUIRED (SEE DWG BR46 / PAGE 8090).
PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL.
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
MAX 4
MIN 2"]_
RAISED PAVEMENT MARKER TYPE 88 A8
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED.
STIMSONITE TWO-WAY BLUE.
I
LEVEL
ALL GROUND
1
42" MIN CONCRETE BLOCKING
MIN 3'
RADIUS
BURY
CONCRETE BLOCKING _
LEVEL ALL GROUND
5" STORTZ MIN 3' RADIUS
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-".;YY
CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET.
•
6" GATE VALVE
(FL X MJ) AWWA C 509 RESILIENT
TENT SEATONEMAN ROCK-
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4"
STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
6 16" x 8" x 4" MININUM
CONCR1 UNNDERETE HYDRAONTK 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8")
CUT Fi �-=
FIRE HYDRANT ,ASSEMBLY
�'YH I}RANT LOCATI01Y IIV LOUT OR FILL
FM__ END: LY DETAIL
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PAVEMENT TRENCH REPAIR PER o _.._. _ _ _ __ __ _. _
CITY OF RENTON STANDARDS TA� o� DUAM NO.
BM4
35 LF 8" D.I. WATER MAIN i 3 S, A 0+25 - 5' RT NOT TO SCALE
O11NEW 3/4" WATER METER I i W 1- 8"x6" TEE (MJ x FL x FL)-AL-
1
ti LOT 2 (SEED AIL) -� 20' INGRESS/EGRESS & UTILTIY EASEMENT I �� ,i 1-5" MVO FIRE HYDRANT ASSY
WITH 5'x 5'EASEMENT 1 AND PUBLIC WATER EASEMENT ��
I \ 7 LF - 6 D.I.
A
rL 1-8"x 4" REDUCER (FL)
6" PVC SIDE SEWER 0 MIN. 2Z \II � � I °� 1- 4" GATE VALVE (FL x MJ)
LOT 2 F.H.I� (� 1 -CONCRETE THRUST BLOCK �'
L62 — I k431514942
—` �0. _ N STA 32+48.5 - 9.5' RT
5 0+50 WET TAP EXISTING 16" D.I.
o 00 ( 1- 16"x 4" TAPPING TEE (FL)
2 �7' 20 WIDE ,� dNT DR/VEWA
I
CONC,
o EXISTING 62 ° pRIVEWAYa
` CARPORT 2 e
N (TO BE ° a . ° a s EX.
e REMOVED) ° a o Dwy
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42.36' I I----- ---
1. 83' LOT 1DECK
EXISTING _____—__ —(-�— — — —s- —
°� RAISED ' " N 1 ad
REMOVED) BUILDING NEW 6 98 PVC 1 r ti o I
FOOTPRINT SIDE SEWER "
OTPRINT V I ^
1528f Sq.R. ® 2� MIN. IWM
U C9 N �2 II
Cn
41.45'
.40
100.02' 1
0
-4 �I I
I I
EXIS . 6 SIDE SE-WER STUB. Eq)
CO NNE TO EXIST. H USE ON LOT 1
I I
XIST .. WATER
M FR LOT 1 \\ 14 I
1
J NOT a I\
ALI. TRENCH RESTORATION SHALL BE PER CURRENT i I
I
CITY OF RENTON TRENCH RESTORATION AND STREET
OVERLAY REQUIREMENTS. 30' 30'
S. LINE, S. 112, N. 1/3, S. 314, TRACT 251
I
GRAP111C SCALE
20 0 10 20 40 80 i
EW \
�s0.
N89`24'_�J"E 1 252.30` _
,\ ' 85.02'
190 LF 4" D.I. WATER M
+o —1
20 WIDE OINT DRIVEWAY
& BLIC TEI�? ESMT.
EXISTING
BUILDING
(TO BE
REMOVED)
� s�
CKERY . CONC.
1111 LOT 2r---—
:7� 8 01, \
7 S89271 "W 252. Q'
APPROX. LOCATION EX/ 4" PVC SdDE�
SEWER. DISCONNECT FROM EX. HOUSE
ON LOT 1 AND USE FOR NEW HOUSE ON
LOT 3
( IN FEET )
1 inch = 20 ft.
N.E. , 6 TH STREET
1326.69'
N89'57 20 E
UTILITY CONFLICT NOTE. LEGAL DESCRIPTION:
CAUTION: THE NORTH ONE-HALF OF THE NORTH ONE-THIRD OF THE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH SOUTH THREE FOURTHS AND THE NORTH 6 FEET OF THE
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES SOUTH ONE-HALF OF THE NORTH ONE-THIRD OF THE SOUTH
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THREE -FOURTHS OF TRACT 251, C.D. HILLMAN'S LAKE
THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSING TO PHYSICALLY VERIFY WASHINGTON GARDEN OF EDEN, DIVISION NO. 4, ACCORDING TO
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, PAGE
ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. 829, RECORDS OF KING COUNTY, WASHINGTON.
wr4.27 , NrMP 4"•17 J/.�/ SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF
ONE CALL 7# 1-800-424-5555 WASHINGTON.
TBM: CENTER MH
ELEV=263.35
W
FOUND 1/4 " BRASS DISK
IN CONC. CASE (THIS SURVEY) -
CITY OF RENTON MON J250
NOTE, • STREET STATIONING PER
A13ERDEEN AVE. NE WATER MAIN N
EXTENSION PLANS (W-282505)
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2 112" BRASS DISK IN
CONC. CASE (NOT VISITED)
CITY OF RENTON MON 171
NO. I REVISION I BY I APPR. I DATE
1-4" GATE VALVE (FLxMJ)
1-CONC. THRUST BLOCKWM
t
12% 22" CONCRETE METER
, ^
BOX WITH 3/16" STEEL DIAMOND PLATE IN UNIMPROVED RIGHT OF WAY W j
COVER EQUAL TO FOG TITE METER 5 :� INSTALL METER BOX AT
SEAL CO. B-10 METER BOX.
I i
PROPERTY LINE. i
(DRILL 1-3/4" OIA, HOLE
SEE DETAIL A -A)
6" MIN
g ! SIDEWALK i
9" 'MAX
FINISH GRADE
�-
TOUCHREAD
21" MIN
WATER METER TO 8E
COVER
S12" MIN
SUPPLIED BY THE CITY
36" MIN
COVER
36" MIN COVER
_
TYPE "K" SOFT
COPPER TUBING
2-1/2'
-
ORD COPPERSETTER
VH 72-15W-44-33G (FOR 5/8" x 3/4" METER)
VH 72-15W-44-44G (FOR 1 METER
NEW DUCTILE IRON
LOOP DOWN TO CENTERLINE
BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER.
WATERMAIN
OF WATER MAIN TO PROVIDE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE
SLACK IN COPPER SERVICE
ON OUTLET. 3/4" OR 1"
LINE TO METER.
ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. GALVANIZED PLUG
CORPORATION STOP. FORD TAPERED
IF. SERVICE LINE TO HOUSE IS TO BE-/
THREAD (CC). PACK JOINT �3/4" F1000)
INSTALLED IN THE FUTURE INSTALL
(1 F1000)
FORD C14-33 OR 44
FIDT x COMPRESSION COUPLING
1;-1/2'
A _ A
FOR
�-
NOTE: TOUCHREAD4DEVICEHOLE
THE CENTER OF THE HOLE
II
FOR SERVICE FROM
MUST BE AT LEAST 1"
II 2-1/2" MIN, FROM NEAREST
EXISTING STEEL
FROM UNDERNEATH RIBS
1f
AND FRONT EDGE OF PIT LID
ASBESTOS CEMENT OR
UNLESS THE RIB SPACING
EXISTING CAST IRON
PVC WATER MAINS
ALLOWS THE NUT TO
II
OR DUCTILE IRON
INSTALL DOUBLE STRAP.
TIGHTEN AGAINST THE OPEN �- 3/4" & I" WATER SERVICE
/
WATERMAIN
SERVICE CLAMPSIDE
OF MORE THAN TYPICAL RIB
EQUAL TO MUELLER CO.
ONE RIB. ADOPTED
CITY or ALN40N
►LLj
i ? STANDARD PLANS.
13T DATZ:6/02
4ry7t
.00 "MI o" wim uo FOR mmww
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10 I 1
II11M I..t
OCV
M
DWG. NAME: BR41-TR SP PAGE: B 106
A
ION
Y
APP
EX FIRE
HYDRANT
STA WATER SERVICE DETAII� NO. BR41—TR
SCANNED OCT 0 R 1oe<c
QS-- F3 U I L`T" NOT TO SCALE
As —BOILT F>ASEt, o►�j RECOMMENDED FOR APPROVAL SITE ADDRESS:
F-I EL.D SURV Eq %y
G12.01l,E5 BY DATES 1/,�
1901 ABERDEEN AVE:, N.E.
BY �► "` DATE �l al a 4 RENTON, WA. 98059
�1
�04`
41,/ CITY OF RENTON
J. J
s
1%� *1 0
EXPIRES: 3-1-06
BY �� DATE !g D
DEPARTMENT OF PUBLIC WORKS
BY DATE WATER/SEWER SERVICE
ENGINEER: PLAN & DETAILS
JAEGER ENGINEERING ROUSSO SHORT MAT
9419 South 204th Place DESIGNED: JJJ DATE: 2/24/03 FILE NAME:
Kent, WA. 98031 DRAWN: CRONES
Phone No.: (253) 850-0934 CHECKED: JJJ SCALE: 1 "=20' FIELD BOOK: PAGE:
Fax No.: (253) 850-0155G AN-; ? �� 9
• APPROVED: SHEET: 4 OF: 4
--- DIRECTOR DP PUBLIC WORKS
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