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A PORTION of the S.E. 1 A
SECTION 4, TOWNSHIP 23 N®, RANGE 5 E., W.M.
STA 6+49, 7.5' RT
INSTALL:
1-2" PERMANENT BLOW OFF ASSY
(7.8' LT)
I 1-8" D.I. CAP (MJ)
1-8"x8" VERT CROSS (FOR POLY PIG)/
I CONC. THRUST BLOCK' r
LOT 27�6 �1 LOT 28
STA 6+47 7.5' /RT. `
1-8"x6" TEE (i JxFL)
g. 1-5" MVO FIRE HYDRANT ASSY. �1 0' T41.
20 LF 6" D,1:
CONC. THRUST BLOCK �
-
9 LF 8" Dill' W t-R- MAIN f %
;
6+14°``
�1 � � �.. M TERS v"ERT. Ci�RB �-
EX CB-------- '• i
WM - - - - - - a - - - - STA 6+38, 7.5' RT.
RIM: 42.3.64 I iI `` - 5' SIDEWALK i '� �-- - --� -
-� .t_
(SOLID LID) I I I;I ��- � - - � -� DWY DWY- --1-8"x�„ TEE (MJxFL)I t,
�� 50' 55' DWY DWY 1 _» ;GATE VALVE (FLxMJ)
____-_----------------- _-__50 ONC THRUST BLOCK
07.5, 7' RT. WE 19th} ---_ ---_ -- __.___ _ _.ee------- ------ Imo- - ---
/ WET TAP EXIST. 8" D.I. _i -- I i- - - -- - - - - - - - - - - - - -- - - - - ---- �
I (PER CITY -STD, DETAIL) 10' PUBLIC &� j �� •
( ) TR T B PRIVATE UTILITY • i -_ % I \ �� 1" WATER S CE LINE
1-8" TAPPING TEE-- FL f d
f'� I ( 1-8" GATE VALVE (FLxMJ)-`--- /i�� EASEMENT it I i NEW 3 4" WATER (METERS TYP.%� 11 (SEE S) -
SEX CONIC. THRUST BLOCK / � r - - -�_ �.i E (LOTS 1-4) � � � fOR. Ft P.O. St e
I
IFH
iwv
CO
i I L --- `;CONC. 1
' NEW 1" WATER METERS
0 N01 '03'12'E 213,0��10' PUBLIC & 0 6 &7 W/�SPRINKLERS
HOUSE) 1PRIVATE UT ILITY f- ---- - OTES) ( EE NEASEMENT �-
�f
t- - - - F.F.=424.4t I r / i_ ` !` 1
SITE BENCHMARK d22 - _ '- Q \ i ` - - L LJ
o + I EXIST, F7RE HYDRANT
+ I I TOP CENTER BOLT ON #6
H. TL 9116 c� ; , -- 1/'n
Zo --.�4.00 L--
I 03
EL. = 424.33 U.S...FEET
I 09
I o I N OTES: SHED
I I MINIMUM SEPARATIONS; 1. A RESIDENTIAL FIRE SPRfKLER SYSTEM IS REQUIRED FOR LOTS 5, 6 COVERED I ,� ,
I
L EX CB 9 , 7. ( f AREA I ' ESMT
PT. WATER/SEWER, 1 0 HORIZ. 2. THE DEVELOPER MUST VERIFY THE MINIMUM SIZE OF THE DOMESTIC - -- - !� �i!` C T ILij
o-l'; I RIM: 419.77 99 WATER SERVICE LINE, W i- - - - - - - - - ; _ _ __ _ _I - - - - - - -' ; I 20
Ex CB 18 VERT.
RIM: 419.94 3. A SEPARATE FIRE SPRINKLER PLAN MUST BE SUBMITTED TO RENTON ! i
t WATER;/STORM: 7.5 HORIZ. FIRE DEPT. FOR REVIEW AND PERMITTING PRIOR TO INSTALLATION OF T-IE ;
� i 99 SPRINKLER SYSTEM. A DOUBLE CHECK VALVE ASSEMBLY IS REQUIRED FOR i �� �� i 20' PUBLIC 5
J U
I 12 VERT. EACH SINGLE FAMILY DWELLING. I I SHED I -� J UTILITY � i r
r�
f 4. STATIC WATER PRESSURE IS 60 PSI± @ ELEV. 408' I ; ! 0 &ACCESS N I
5. EXISTING WATER SERVICES WILL NEED TO BE CUT ;AND CAPPED BY THE Ct] "� \/ ESMT. w
CITY. _ 6 ' I 10,5'
EX SSMH - - - m �� - - �� L. _ 1 I
RIM: 421.30- - - - - __ - - - _ - ._ _ - 8 - 50' / ^- f'
(E: 416.78 II I 55 - - - '
Ili I--------� �'� 50 65' ® -73.1' �� ®i 20 -
(s ,EBcW) N01 '0312 E 393,11 '
w
D
!I I I z:415 ��
I II !
n Z - _ } D
a
N�O ! @ PROP: LINE:' �A�sw > FINISH GRADE �� W_337305 FL:
14 D.I. CAP (MJ)
LOT 28 LOT 29 I -- - -- - --- - �" 'f� n
j EXIST. GRADE
- - - 11m .
NOTE. `�
- FILL AND COMPACT THE ROADWAY PRIZM TO FINISH GRADE
141.4' - 4'1 � " � � - _- STA 0+98 (SEWER MAIN)
® PROP. LINE: '
FH _ __8__ WATER____ ____ ___ _ COVER - 1 - _, OUT 0 PROP. LINE PRIOR TO TRENCH EXCAVATION AND INSTALLATION OF THE L-tn4
- MAIN =6 0 L CAP- (MJ)-- 4c2. 8 I
_.
TOP: 41� (MA)CH CH GRADE) I
126 LF 6/7 D.I. WATER MAIN L__ I AFTER TESTING CLEANING AND MAIN AND FIRE HYDRANTS.
IE: 0-4�(8 PVC, E) I I I DISINFECTION CONNECT TO 8"
4 3
w D.I. WITH 8" SLEEVE & 8"
NOTE'
® , 405 I - - w I SPOOL (LENGTH TO FIT} ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF
0 15 PUBLIC SEWER & �,n� o __._.._-_..--.._.._____ __ _- 9 _ _ a _P_.VC ,SE.WER MAIN ®1 0 _- RENTON EN ES - (I I TRENCH RESTORATION AND STREET OVERLAY
DRAINAGE EASEMENT N 48.5. 5.2' RT (REDMOND)
sA 1 sTA 1+07.5 {NE 19th) i I Z jl I REQUIREMENTS.
7 5 (SEWER MAfN) _ _
STA 6
TL #9287
I
00
X
4.5' LANDSC. -
I I I I ,_`vt RT. CURB
-1 00
i 2+00
1 R MOVE EXIST. WATER
TL #9288
WATERMAIN SHALL HAVE 4)F COVER (TYPICAL)
I
I �
i
i !
/ I
LOT 22
i LOT 23
�26 90 J� LOT 25 N N LOT 26
/ LOT 24 20
1
I � � i
I � I
pp S1 '03 '12 "W 540.35 ' i I
®tee
--
"-REDMOND .-NE ! ,9
3 4 WATER SERVICE LINE SHED
(TYPICAL)
I-
¢ 'n 3+00 f 4+00
546 � F 8" D.I. WATER MAIN I 0 ,
ri
I �s�
'BAN -SE rWER MH--#2 {TYPE A, 48")
400
iE: *63-8" PVC; E,W &; S1 I
0+00 4+50 1 +00
i
sod - -PROFILE -TRACT 9' EASEMENT
' CB#8 - TYPE 2-48" t1ER .° n:_: 5'
RIM: 408.0 I it 0
IE: 399.69 ( !
� m VERTICAL DATUM:
REMOVE & `n ! i --1 NORTH AMERICAN VERTICAL DATUM OF 1988.
REBUILD EXISTING
f' ROCKERY
i � ,F � � �- � BENCHMARK.,
O SITE BENCHMARK.
Of
�
w IN CASE AT INT, UNION AVE. N.E. & N.E.12TH ST
Y j o TOP CENTER BOLT ON FIRE HYDRANT (&E COR. SEC. 4, T23N., R5E.)
0 0 I --AELEVATION = 424.33 U.S. FEET ELEVATION = 415.95 U.S. FEET
I 3' �' ( ! z RECOMMENDED FOR APPROVAL
Ev1 T
I ►- w �I O
Woe
i!3Y.��.. DATE:•
w i m
f 1
1
I = (.0 ®, I I �Y �- ®ArE
N
wl
Q =
� I-
00'
1.s 16 .
-__i WET TAP EXIST. 8" D.I.
I
I �
j
I {PER CITY STD. DETAL}
(PER1-8" TAPPING TEE AL)
I"I
(I
I ?, 2EDMOND
AVE. NE
NOTE: HOUSES ON LOTS #5, #6
& #7 SHALL.
1-8 GATE VALVE (FLxMJ} C ;i,
I ,.
HAVE e IRE SUPRESSION SPRINKLI=R
SYSTEMS.
CONIC, THRUST BLOCK
I Cn
III Q
a "�41
X �I�,-('ICRL f:f"
M I q ICI Pt661N%
�-
"JOTE. NEW HOMES TO BE CONSTRUC
ED ON
I II I W
00
njaw f i
{THESE LOTS SHALL NOT EXCEED 3600
SQUARE
I I(Q
+ 20 LF 8" D.I.
WITH 8"
FEET, INCLUDING THE GARAGE. FIRE FLOW IS NOT
J IPI 3
I PLUG WITH 2"
TAP & 2"
AVAILABLE FOR HOMES LARGER THAT
3600
I-, 1I
I Blow OFF
SQUARE FEET.
XI
1
TEMP TESTING
DETAIL
- NE 19 ST CONNECTION
®f WAS/y 1
As- ie> y I L. T-
AS- BucLT PF-R, FlaL✓b r
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20' fit.
1.
REVISED PER CITY REVIEW
JJJ
1
5-22-06
2.
REVISED PER CITY REVIEW
JJJ
2-22-07
`iro bit
3 - 22 - 0_7
NO.
REVISION
BY
APPR.
DATE
''�P A�'r�t1��
--
o� 2072
SfCONAL �� 2
;EXPIRES: 3/1/
Z0 �o
ENGINEER:
JAEGER ENGINEERING
9419 South 204 th Place
Kent, WA, 980,31
Phone No. (253) 850-0934
Fox No. (253) 850-0155
I rr "y- C:) 11*1..,T rr
DEPARTMENT OF PUBLIC WORKS
WATER PLAN
WEBBER SHORT T
DESIGNED: jjj DATE: 12/10/05 FILE NAME:
DRAWN: JJJ
CHECKED: JJJ SCALE: 1"=20' FIELD BOOK: PAGE:
APPROVED: SHEET: 8 OF: 17
DIRECTOR OF PU6-IC WORKS
cfl:�33�30� MAWM 22 ?
O& O-3373L k