HomeMy WebLinkAboutS-315101I
6
1%2
a Z
C Vic
k
;ozo
g 0
W
U�
IZ
lis
cz
■
PROPERTY LINE
is FUTURE
6" BUILDING SET" PIPE I BUILDING SEWER
STUD SERVICE MARKER PAINT UPPER
TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE
WORDING *SEWER' VAIN 3' HIGH BLACK LETTERS,
W AND 08 WIRE WRAPPED AROUND THE STUD AND
4 EXTENDED TO THE TOP OF THE STUD.
SY UI0.�'SS OTHERWISE APPROVED BY DE CITY, MAKE TAP THROU CAST
1 VION SADDLE SECURED TD SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN 0ONKC71NG NEW SIDE SEWERS TO EXISTING MAIN.
Or ALLOWABLE MAX VITRIFIED CLAY PLAIN AND REINFORCED CONCRETE, Dl PIPE AND Cl
FOR CAST IRON PIPE PPE SEWER MAINS ARE TO BE CORE DRILLED
1:3:5 MIX OR DUCTILE IRON PIPE.,�T
CONCRETE
%OQOHG �l'1'S M
WRI SLOPE I�W,� �B1F� ��®
r SIDE OUTLET TEE HtxIZONTAI. ►; 1:11�'llLB� A118J�r A71aE/iSi\.
SERB MAIN MAIN
6" MIN. DUM M I
(IF >t� WIT 111AM1 oyE1t 3S TYPI[.A� SIDE SEAM ELEVATION
NO TO SCALE
REVAM
NOTE-
UNLESS OT ERIRSE SHORN ON PLAN, SIDE SERI SHALL HAVE A MINIMUM 15' COVER AT PROPERTY
LANE OR 3-5 LOVER THAN THE LOWEST HOUSE ELEVATION, WHICiEVQK IS LOWER. RNSPULUA -98 -025:
9809109003
R _ g
�'6 1- T mew 2 BL JF OFF ASSY LOT 2 � E A METER
G� _frlA+ 1- 4" D.1. CAP(MJ) IFITN 3` x S' CiiFt�IT
IA-W 1- 4 " "x4' VERT. CROSS
(FOR POLY PIG) l
�1
M S. 4, TYING
AIE'll'
LOT J
CID
b
I t
I
W �
O
V
S'
WIDE 1DRNEIYAY
> ESAFT
\ \ I .;, L IN7R7WED1
3 NON'
D 3 tads
y 2
f
1 � � • � •'a t.
APPRbX. LocAl N EXIST 4' PVC Swc
.SEIILI'lg DISCONNECT FROM EX. HOUSE
ON LOT T AND USE FOR NEW HOUSE ON
LOT 3
1/4, SE 1/4,
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110
OR COMPRESSION TYPE SUCH AS GLOW MEDALLON; M s H 929
AND MUELLER SUPER CENTURION 200 WITH 6• MEaRAWCAL JOINT
INLET WITH LUGS.
5-i 4' MAIN VALVE OPENING. TWO 2 -1 HOSE CORRECTIONS
NATAL STANDARD THREADS. 4' PUMPER CONNECTION QTY CF
SEATTLE THREH A STORTTjj ADAPTOR, 4' SEATTLE THREAD
X S' STORTZ, Jr ATTAQED WITH 1/B` STAKES STEEL CABLE
1 -1/4' PENTAGON OPERATING NUT. FIRE HYDRANT TO BE
PAINim WITH TWO COATS OF PAINT. PRESERVATIVE
PAINT Nm 43-655 SAFETY YELLOW OR APPROVED EQUAL
FACE ROADWAY ASSEMBLY. HYDRANT EXTENSION TO BE USED IF REQUIRED. _
AL GROUND
CONCRETE BLOCKING
LEVEL ALL GROUND
1 S• STORK TIN 3 ADNS
I
76' TO 20" BEHIND BACK OF CURB
OR I BEHIND BACK OF SIDEWALK
THAT IS ADJACENT TO CURB
7110 -PIECE CAST IRO( VALVE BOX N97H LUG TYPE COVER
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD r Tp SECRON WITH
RECRAR B SECTION LENGTH TO FIT. VAAN�E NUT EXTENSION
AS REQUIEBSEE DWG BR40 / PACE BOBB).
RAISED PAVEMENT MARKER TYPE 68 AS
57RIA5(xI7E TWO -WAY BLUE
CONCRETE BLOCKING
1 T \\ `CAST IRON TEE. WITH 8' FLANGE SIDE OUTLET.
ONE MAN ROCK 12 \:\\� r GATE VKVE (FL X 4 . 1.. REAJENT SEAT
1 B DUC7IE . PPE, CLASS 52 CEMENT LIED, LENGTH TO FIT TWO 3/4'
STEEL WE RODS. SUE STD DETAIL FOR TIE RODS.
L 6 lr x r x e MIHINUM
T � EU UNDER BLOB( 1/3 CU. YD. WASHED DRAIN ROCK (3' TO 3/8')
UNDER HYDRANT
ZME HYDRANT ASSEMBLY
HYDRANT LOCATION IN CUT OR FILL �/����}� ��p���v �r���
PAVEMENT TRENCH REPAIR PER -- -- - - -- FM HYDRA 1 !'l�A�i�JL�A<+l DECAlL
L CITY OF RENTON STANDARDS I EX 11WfW ®TR i1Pi
i�rll9i6s l�R
'I I�
Js LF B' D.I. wa7ETZ AWN I NOT TO SCALE
STA 0+25 � 5' RT
I 1 -6 x6 TEE MJ x FL x FL) �1' 6 "41 (ft AM3)
20' INGRESS/EGRESS A UTILTTY EASEMENT t1 1 -5' MVO FlRE HYDRANT ASSY
AND PUBLIC WATER EASEMENT 1 I e _ __� 7 LF - 6' D.I.
1 -B'x 4' REDUCER (FL)
j e I 1- 4" GATE VALVE (FL x MJ)
6" PVC SIDE SEWER 0 MIN. 2Z F H. I � 1- CONCRETE THRUST BLOCK
(LOT 2) 252 tot
STA 32 +46.5 - 9.5' RT
a' T TAP EXISTING 16' D.I.
°`50 I 1- 16'x 4' TAPPING TEE (FL)
2 %n 20 WIDE TNT DRNEW
-J - --
W7W6TRAG ' �� .DRIVEWAY • .
CARPORT . • j I NQ Ex I
REMOVED)
42.16' I I I-- ---T --
.BJ• LOT 1
3 RAISED I
DECK EXISTING YNEW 6" PVC
(O 1
(T BE BUILDING SIDE SEWER DF I I I
13281 0 2% MIN. IIFI/ I , i y
! I
roans W < 1
Pt
EXIS 6' SIDE STUB. � y
CORN 70 EXIST. SE ON LOT 1 Eq
Q90 fST WATER I
t� LOT I I� I fs
NOTE: I
ROLL I i9 3 FR 3-06'
1 -4" GATE VALVE (FLXMJ)
1 -CONC. THRUST @LOCK
s . A b
MEN
r 1BOx
1W7M 3/lr STEEL DIAYQq PLATE '
COYEIW EQUAL 10 FOG TTE METER
M RIQI4 OF NAY
BOX AT
3 -10 METER BOX
INSTALL IBTOI
W PROPERTY WOE,
ALL TRENCH RESTORATION SHALL BE PER CURRENT
I
' I I I I
SIDEWALK
r- FIIIA4 GRADE Rea YAX
i A
CITY OF RENTON TRENCH RESTORATION AND STREET
OVERLAY REQUIRERItnRS.
S. VIN[ S. 112, N 1/3, S. 314, TRACT
251
¢
GRAPHIC SCALE
I
20 10 20 40
60
I FIB
0
TBY; CENTER A&
IIEV=26135�
AIVOAyVT
(B1 VINE)
29+Q7
114' BRASS PLOD BY CONE.
WINOUT Cn a (PER R-00S :24 -11 f 1 Inch a 20 fl.
FOUND 114
m �(NOT
V7517ED)
N.E. 16TH STR�'ET
SDRVEYJ
CI1T' OF RENTON LION ;250
�
r126.6a'
N69"57 20
NOTE: STREET STATIONING PER
N�$
ABERDEEN AW. NE WATER AWN
EXTENSION PLANS (W- 282505)
�Ic
UO3 T NOTE:
LEGAL DESCRIPTION:
2 112- BRASS DISK IN
coNC. casE wsTED)
S
�i
CALL
THE SMALL BE � � � �� � � �TH
THE NORTH ONE-HALF OF THE T NORTH ONE -THIRD OF THE
SOUTH THREE FOURTHS AND THE NORTH 6 FEET OF THE
(Nor
cm OF RENTON A1oN $71
� a
'..
OF ALL COMING UTIM V E7}EA DOM ON TIEVE FLAIR OR NOT BY POT mm THE UTILITIES
SOUTH ONE -HALF OF THE NORTH ONE -THIRD OF THE SOUTH
+
AND SLRtVEVW TE HOBZONTAL AND VERTCK LOCATION PIlQI TO OONSTRTCTION.
THIS BULL INCLUDE CALLING UTBUTY LOCATE • 1- B0D-424 -6686 AND THIN P07MM 0 ALL OF
THREE - FOURTHS OF TRACT 251, C.D. HILLMAN'S LAKE
SHE ENSTING UTILITY AT LOCATIONS K NEW U71UTY tReveie 10 R!V___A -LY VERIFY
WILIER OR NOT COFUCTS DIST. LOCATED OF SMD UTILITIES AS 940WII ON THESE PLANS
WASHINGTON G4RDEN OF EDEN, DIVISION NO. 4, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, PAGE
ARE NOT QUARAKTEED AND ARE SUBJECT TO VARIATION.
829, RECORDS OF KING COUNTY, WASHINGTON.
WASHING IN THE CITY OF RENTON, COUNTY OF KING, STATE OF
ONE CALL 1-800-424-5555
WASHINGTON.
Q
#
N0.
REVISION BY AI'PR.
DATE
ROLL I i9 3 FR 3-06'
1 -4" GATE VALVE (FLXMJ)
1 -CONC. THRUST @LOCK
s . A b
MEN
r 1BOx
1W7M 3/lr STEEL DIAYQq PLATE '
COYEIW EQUAL 10 FOG TTE METER
M RIQI4 OF NAY
BOX AT
3 -10 METER BOX
INSTALL IBTOI
W PROPERTY WOE,
[DEEAALyC�O.
• 60E DCT%1l /`A A 101
I
I• YIN
SIDEWALK
r- FIIIA4 GRADE Rea YAX
i A
3r MIN COVER
NEWT DUCTILE IIQI� !-IGGP om TG CENTS uw
WAlE44AM OF WATER MAUI TO mm
LIE TO YEIEI.
BLACK *1 CORPONA71O1 STOP. FORD TAPERED
THREAD (CC). PACK JOINT )000)
Iron 3ERVLCIE FROM
A C LENT ON
EXISTING CAST IRON PVC WATER YAMS
OR DUCTILE MON INSTALL DOUBLE STRAP
WATERMAN SERVICE CLAMP
EQUAL TO MUELLER CO. _
r ma
WATER YEBY TO CI -� 1Y ANI
1i1L JBI
SUPPLIED BY 71E QTY 3I' MIN Qf7EW
• c�oPPEi°TI M 0
H72COPPERSET
-1 (FOR 5�6' . 7!4° ME")
VH T2- 13W-44 = roR 1 ME1EN
BOTH MET AND OUTLET WI1N PACK JOINT VM ORM►ER.
PRO'1bE PAOLOCI( WINOS ON KEY. VALVE SNGIF QECK VALVE
ON OUTET. 3/4' OR I-
ALL PAC( -.MINT FITTINGS SMALL R WITH BRIPPEI. GALVANIZED PLUG
R. SERVICE LIE 71 MOUE K 70 BE
INSTALLED IN I E FUTURE IMSTAU.
FORD 014-33 OR 44
FIDT x COMPRESSION COUPLNO
F
A— A LE EW
NOTE: OIWIL 1 -J 4'MO
THE CENTER OF THE WOLF II
MUST R AT LEAST 1' II
FROM UNDERNEATH RD 2 -1/MN. FROM NEAREST
UNLESS THE RD SPACING FRONT EDGE GP WIT
,I 7
ALLOWS THE NUT TO
TIGHTEN AGAINST TIE OPEN 3/4° ! 1'. WA11At BBRRCC
[ OF THAN 1YMCAL ID AooPe60
Wrr w MMMN
man ' IxAxINNO TIM ;
� ■Ni vw
IWNO. NMILE: W41 -TR SP IIAOE:0106
:IA C
NOT TO SCALE
RECOMMENDED FOR APPROVAL
SY VA
It, Aw. . 11AI'W z
er n
By �y��g�r�-�I�
ENGKM
JA R ENGANEEFUNQ
9419 South 204th Mwe
Kw*. MIA. 96001
Ph4m HO_ (") swam
F= No.: tm &WI5
SIZE ADDRESS: