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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:
6
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■
NW 1/4,
PROPER 1Y LINE
I `
6" BUILDING SEVER PIPE
FUTURE
BUILDING SEWER
\ w
\ 2 "'x 4° STUD SERVICE" MARKER PLANT UPPER
`-TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER' W11H 3' HIGH BLACK LETTERS.
AND /8 WIRE WRAPPED AROUND THE STUD AND
4 EXTENDED TO THE TOP OF THE STUD.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
�����D BUILDING 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 Cl
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
t
CONKMIX � ►�"e�°��
CONCRETE } O„'-
BLOCKING �'N 1 A),* ;
C$' 1C MIN JLOPE
HORIZONTAL
6" SIDE OUTLET TEE S
SEWER MAIN SEWER MAIN wa.�a.� �j/� �D�
8" MIN. TY�j'LT'( lam/. I7lUP
SONCRETE ®LOCIfiNG ANGLE TYPICAL SIDE SEWER ELEVATION i�Jl:/i��6i!
OF TEE AT MAIN OVER 25 NO TO SCALE
FI FVA7VI(J
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. RNSPUL UA — 98 — 025SHPL
1 9809109003
1/4, SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EA
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110
OR COMPRESSION TYPE SUCH AS CLOW MEDAL; M & H 029
AND MUELLER SUPER CENTURION 200 WITH 6' LIONMECHANICAL JOINT
INLET WITH LUGS.
5 -1 4' MAIN VALVE OPENING. TWO 2 -1 2' HOSE CONNECTIONS
NA DNAL STANDARD THREADS. 4- PUMPER CO"CT10N CITY OF
SEATTLE THREADS WITH A STORTZ .ADAPTOR, 4 SEATTLE THREAD
X 5' STORTZ, ATTACHED WITH 1/8' STAINLESS SIM CABLE
1 -1/4' PENTAGON OPERATING NUT. FIRE HYDRANT TO BE
PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE MX
PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL MAX
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. MIN
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED.
LEVEL ALL GROUND
MIN 3' RADIUS
CONCRETE BLOCKING
LEVEL ALL GROUND
5" STORTZ MIN 3' RADIUS
1
�8 1
�- CAST IRON TEE. WITH f' FLANGE SIDE OUTLET.
ONE MAN ROCK V 12' f' GATE VALVE (FL w MJ) AWWA C -509, RESILIENT SEAT
1 6' DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4"
Birl 6
CUT EIILL
HYDRANT LOCATION IX CUT OR FLLL �p�
PAVEMENT TRENCH REPAIR PER -- - - - - -- i'Ji\L'r W Y DETAL
CITY OF RENTON STANDARDS
I
DED& Na RIM
, v ......
18' TO 20- BEHIND BACK OF CURB
OR 12' BEHIND BACK OF SIDEWALK
THAT IS ADJACENT TD CURB
TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 6' TOP SECTION WITH
REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT E1(Twm
AS REQlARED (SEE DWG MR46 / PAGE BOBO).
RAISED PAVEMENT MARKER TYPE M AB
STWSONITE TWO -WAY BLUE-
2'
�ia
CONCRETE BLOCKING
STEEL 11E BOOS. SEE STD DETAIL FOR TE RODS.
18' z 6• x 4' MINYNUM
UNDER HYDRANT 1/3 CU. YD. WASHED DRAW ROCK (3' TO J /8')
li' Rr HrnRA_w!r ss8 RL.r
35 LF B' D.I. WATER MAIN NOT TO SCALE
'3 I � �` I STA 0 +25 � 5' RT
S - 0t NEW 3/4' WA METER I 1 -8 x6 TEE MJ x FL x FL) -1' 6 "CLO. (fl it 1113)
1- PERMANENT 2 BLOW OFF ASSY y LOT 2 (SEE D AIL) 20' INGRESS /EGRESS & UTILTIY EASEMENT kI I C 1 -5" MVO FIRE HYDRANT ASSY
1- 4" D.I. CAP (MJ) WITH 5' x 5' EMENT 1 AND PUBLIC EATER EASEMENT ° __� 7 LF - 6" D.I.
1- 4 '*x4' VERT. CROSS I e ' -
t k390 (FOR POLY PIG) I I I 1 -8 "x 4" REDUCER (FL)
1- 4 GATE VALVE (FL x MJ)
1- CONCRETE THRUST BLOCK
STA 32 +48.5 - 9.5' RT
_ WET TAP EXISTING 16" D.I.
1- 16% 4" TAPPING TEE (FL)
1 -d" GAME VALVE (FLxMJ)
i -CONC. THRUST BLOCK
5�3I5/fl? r.,,.v.lY
+ 12'x 22' CONCRETE METER
BOX WITH 3/16" STEEL DIAMOND PLATE
COVER EQUAL TO FOC 71TE METER
AL CO. 4-10 METER BOIL
MILL. 1 -3/4' aA HOLE
OETAL A-A)
f" MIN
� FIISH GRADE . r a �• MAX L
21' MIN
COVER
36' MIN COVER
NEW DUCIILE MON T ' TO CENTERUNE
WAlEM1AIN OF W�A70 MAW 10
SLACK IN COPPER SCRMCE
Laic 10 iaiaJ
L CORPORATION STOP. FOIID TAPERED
DMEAO (C:� PAP( JCN7(1(3 fl4�)000)
IF
FOR SERVICE FROM
EXISTING STEEL
ASKSTOS'CEMENT OR
EXISTING CAST IRON PVC WATER MAINS
OR DUCTILE IRON INSTALL DOUBLE STRAIN
WATERMAIN SERVICE CLAMP
EQUAL TO MUELLER CO.
IN UNIMPROVED IIAGHT OUST TER BOX AT F WAY ly
t PROPERTY LINE. t
SIDEWALK
1
j) V--.j WATER METER TO BE --� 12' MW IpL �� NY THE CITY 3f" MIN Com
lY►E 'K' SOFT COMER 1ISIR0
OLIO COPPERSCT IM
VW 72 -18W- 44-330 (FOR S19" x 3/4• MElU
YM 72 -1;44 -446 (FM i METLA)
BOTH HEIR AND OUTLET WI1H PACK JOINT WITN GRIPPER.
PROVIDE PAKAC K Wlldf ON KEY VA %0E SINGLE C E= VALVE
DIN 6MILET. 3/4• an 1•
ALL PACK -JOINT FMOM SHALL fE VAIN KMIPPG. GALVANIZED PLUG
IF, SERVICE LINE TO MOUSE IS TO M
IKTALLIA IN 7ME FU71ME INSTAL.
FORD 014-33 OR 44
MDT x COMPRESSION COUPLING
DRILL 1 -J 4' DNA. HOLE FOR
NOTE: oEYACE
THE CENTER OF THE HOLE 1N
KUST K AT LEAST 1'
FROM UNDERNEATH MIS �_-- 2 -1 j2' WN. FROM NEAREST
UNLESS THE RIf SPACING �T - - r ANO IIIONT EDGE KY PIT LID
ALLOYS THE NUT TO II i
TIGHTEN AGAINST 111E OPEN
SIDE or MORE EVAN TYPICAL no F 3/4" & V WATSK U94ICZ
ONE ft. ADOPTZD
Y TROY
WA� rim
Uff am qu
" DWG. NAME:BR41 -TR SP PAGE:@106
wAii�l6! � Na �7R SCANNED OCT 0 R -�
CO (NOT VISITED) IN CONC. CASE (THIS SURVEY) HS °- U I LT NOT TO SCALE y -,`07/4 Z
N. E. 16 TH STREET CITY OF RENTON MON %250
1326.69" RECOMMENDED FOR APPROVAL
N89.5720E hs -Bulcr 5�D oN SITE ADDRESS:
F•OEl -D 9URNS�q "
G ILOVIIE5 � 1►S=C, . Illy
NOTE- STREET STATIONING PER W E / 2004- ��� 1901 ABERDEEN AVE., N.E.
ABERDEEN AVE NE WATER MA/N �N „ �10 iY f1�1ADlM. �- �/��}f 0_¢ RENTON, 6:A. 98059
EXTENSION PLANS (W- 282505) N
S - BY eiul Z"6. (f CITY OF RENTON
UTILITY CONFLICT NOTE: LEGAL DESCRIPTION: 2 112" BRASS DISK IN DEPARTMENT OF PUBLIC WORKS
CONK. GSE (NOT VISITED)- WATER /SEWER SERVICE
S CAUTION: THE NORTH ONE-HALF OF THE NORTH ONE-THIRD OF THE CITY OF RENTON MON J7, �ap 61f DATE
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 K),: NOT BY POTHOLING THE U71UTIES , PLAN DETAILS
SOUTH ONE -HALF OF THE NORTH ONE -THIRD OF THE SOUTH
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. � ENGINEER:
7HIS SHALL INCLUDE CALLING UTILITY LOCATE O 1 -600- 424 -5555 AND THEN POTHOLING ALL OF THREE- FOURTHS OF TRACT 251, C.D. HILLMAN'S LAKE - _ JA MER ENCUNEEFUNQ � 'r
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. 0 9419 South 201ft Moat ��� w -.� / r/u / DESIGNED: JJJ DATE: 2/24/03 FILE NAME:
wTli� -1) -&r'/ , ww,D -J741 / ,qW ,� �` Kw t, WA. MA031 . , �; ^/o /) DRAWN: CRONES
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF
o ONE CALL # 1 -80 ®- 424 -5555 P`'°T""° `253'°�°�`�` l'-20' F'� PAGE:
WASHINGTON. � .�a CHECKED: JJJ
Z NO. REVISION! BY API'R. DATE DawES: �t� �( No.: ('1.53) 85401S56CANNE 2' APPROVED: SHEET: 4 OF: A
71W • 7
FX � .. ®.. ® ..
1- CONCRETE RUST BLOCK
6' PVC SIDE SEWER O MIN. 2X
(LOT
F.N.
I I
I
TRAC 1
N69'34' 2�
?S2.J0'
262
7'
85.02 4' D.L
WATER
��7-
5'
y I
25' 5' PUB lC
NT
I
1 0 LF
-1
_ —
22.77'
15' 0+50
20 WIDE INT DRIVEW
o
--T
WA £ASE
20 WIDE INT DRIVEWAY
I
& BLOC TE'2 £SIT.
NEW 3 4' WATf METE
auxavAG I L
r- - - -
--
LOT 3 EE DET )
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CONK.
��T a 262 DRIVEWAY-
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ac I
3 DW
f,
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LO 3
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k
S k}0 Y
42.36'
-- - -1
yoi
O
NN3
LOT 1
-I 9 -
-
+ \
+
•
DECK NEW 6' PVC
(TO BE
I I
�
N
•v,
62
•�f. I
REMOVED F�7PR/M O SIDE 2X MIN.R
15?6t Sq.Ft•
I
� 2b
y
I�
I
rU
2
3
�
1
S.._
.v
/�
S 11
41.45'
I
I
4
6' 7. T
M
senr?r1 1F ?s?.
w
\\-APPROX.
m
L l' EX 4' PIr'
SEWER. DISCONNECT fROM EX. HOUSE
ON LOT 1 AND USE FOR NEW HOUSE ON°
EXIS 6" SIDE R STUB.
CONNE TO EXIST. SE ON LOT 1
I
LOT 3
QR40i
tit L39
\ UST. WATER
M R LOT 1
W +
I I
;
I
��
y
ld
I
NOTE:
I
�^
ALL TRENCH RESTORATION SHALL BE PER CURRENT
I
I ( I
CITY OF RENTON TRENCH RESTORATION AND STREET
OVERLAY REQUIREMENTS.
30
30
S. LINE, S. I12, N 1/3, S. 314, TRACT 151
GRAPHIC SCALE
I
¢
20
0 10 20
40
80
IBM: CENTER MH
EX FIRE
£LEV= 263.35
HYDRANT
O STA ��{{
29 +67 �l
114" BRASS PLUG IN CONC.
WITHOUT CASE (PER ROS 114 -I18)
(
1 Inch - PO
f(.
FOUND I /4" BRASS DISK
1- 4 GATE VALVE (FL x MJ)
1- CONCRETE THRUST BLOCK
STA 32 +48.5 - 9.5' RT
_ WET TAP EXISTING 16" D.I.
1- 16% 4" TAPPING TEE (FL)
1 -d" GAME VALVE (FLxMJ)
i -CONC. THRUST BLOCK
5�3I5/fl? r.,,.v.lY
+ 12'x 22' CONCRETE METER
BOX WITH 3/16" STEEL DIAMOND PLATE
COVER EQUAL TO FOC 71TE METER
AL CO. 4-10 METER BOIL
MILL. 1 -3/4' aA HOLE
OETAL A-A)
f" MIN
� FIISH GRADE . r a �• MAX L
21' MIN
COVER
36' MIN COVER
NEW DUCIILE MON T ' TO CENTERUNE
WAlEM1AIN OF W�A70 MAW 10
SLACK IN COPPER SCRMCE
Laic 10 iaiaJ
L CORPORATION STOP. FOIID TAPERED
DMEAO (C:� PAP( JCN7(1(3 fl4�)000)
IF
FOR SERVICE FROM
EXISTING STEEL
ASKSTOS'CEMENT OR
EXISTING CAST IRON PVC WATER MAINS
OR DUCTILE IRON INSTALL DOUBLE STRAIN
WATERMAIN SERVICE CLAMP
EQUAL TO MUELLER CO.
IN UNIMPROVED IIAGHT OUST TER BOX AT F WAY ly
t PROPERTY LINE. t
SIDEWALK
1
j) V--.j WATER METER TO BE --� 12' MW IpL �� NY THE CITY 3f" MIN Com
lY►E 'K' SOFT COMER 1ISIR0
OLIO COPPERSCT IM
VW 72 -18W- 44-330 (FOR S19" x 3/4• MElU
YM 72 -1;44 -446 (FM i METLA)
BOTH HEIR AND OUTLET WI1H PACK JOINT WITN GRIPPER.
PROVIDE PAKAC K Wlldf ON KEY VA %0E SINGLE C E= VALVE
DIN 6MILET. 3/4• an 1•
ALL PACK -JOINT FMOM SHALL fE VAIN KMIPPG. GALVANIZED PLUG
IF, SERVICE LINE TO MOUSE IS TO M
IKTALLIA IN 7ME FU71ME INSTAL.
FORD 014-33 OR 44
MDT x COMPRESSION COUPLING
DRILL 1 -J 4' DNA. HOLE FOR
NOTE: oEYACE
THE CENTER OF THE HOLE 1N
KUST K AT LEAST 1'
FROM UNDERNEATH MIS �_-- 2 -1 j2' WN. FROM NEAREST
UNLESS THE RIf SPACING �T - - r ANO IIIONT EDGE KY PIT LID
ALLOYS THE NUT TO II i
TIGHTEN AGAINST 111E OPEN
SIDE or MORE EVAN TYPICAL no F 3/4" & V WATSK U94ICZ
ONE ft. ADOPTZD
Y TROY
WA� rim
Uff am qu
" DWG. NAME:BR41 -TR SP PAGE:@106
wAii�l6! � Na �7R SCANNED OCT 0 R -�
CO (NOT VISITED) IN CONC. CASE (THIS SURVEY) HS °- U I LT NOT TO SCALE y -,`07/4 Z
N. E. 16 TH STREET CITY OF RENTON MON %250
1326.69" RECOMMENDED FOR APPROVAL
N89.5720E hs -Bulcr 5�D oN SITE ADDRESS:
F•OEl -D 9URNS�q "
G ILOVIIE5 � 1►S=C, . Illy
NOTE- STREET STATIONING PER W E / 2004- ��� 1901 ABERDEEN AVE., N.E.
ABERDEEN AVE NE WATER MA/N �N „ �10 iY f1�1ADlM. �- �/��}f 0_¢ RENTON, 6:A. 98059
EXTENSION PLANS (W- 282505) N
S - BY eiul Z"6. (f CITY OF RENTON
UTILITY CONFLICT NOTE: LEGAL DESCRIPTION: 2 112" BRASS DISK IN DEPARTMENT OF PUBLIC WORKS
CONK. GSE (NOT VISITED)- WATER /SEWER SERVICE
S CAUTION: THE NORTH ONE-HALF OF THE NORTH ONE-THIRD OF THE CITY OF RENTON MON J7, �ap 61f DATE
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 K),: NOT BY POTHOLING THE U71UTIES , PLAN DETAILS
SOUTH ONE -HALF OF THE NORTH ONE -THIRD OF THE SOUTH
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. � ENGINEER:
7HIS SHALL INCLUDE CALLING UTILITY LOCATE O 1 -600- 424 -5555 AND THEN POTHOLING ALL OF THREE- FOURTHS OF TRACT 251, C.D. HILLMAN'S LAKE - _ JA MER ENCUNEEFUNQ � 'r
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. 0 9419 South 201ft Moat ��� w -.� / r/u / DESIGNED: JJJ DATE: 2/24/03 FILE NAME:
wTli� -1) -&r'/ , ww,D -J741 / ,qW ,� �` Kw t, WA. MA031 . , �; ^/o /) DRAWN: CRONES
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF
o ONE CALL # 1 -80 ®- 424 -5555 P`'°T""° `253'°�°�`�` l'-20' F'� PAGE:
WASHINGTON. � .�a CHECKED: JJJ
Z NO. REVISION! BY API'R. DATE DawES: �t� �( No.: ('1.53) 85401S56CANNE 2' APPROVED: SHEET: 4 OF: A
71W • 7
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