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STREET SIGN "PRIV
STREET"
0 10 20
( IN FEET )
1 inch = 20' ft.
GRAPHIC SCALE
z wrR • s7_ 10,14
EXIST, FIRE HYDRANT-
260' NORTH OF SHORT
PLAT NORTH LINE
N 11624.6911
E 19051,4061
N8824 ' 10 "W
STA 2+97.5, 5.0' LT
8" 90' BEND (MJ)
CONC. BLOCKING
--- _- TO°EXISTONG HYDRANT
FITTING - - REMOVE EXIST 6" CAP 6" ADAPTOR (C.I_ TO D.I.) A PORTION of the N.E. 1 /4, SECTION 9, TOWNSHIP 23 N . , RANGE 5 E . , W.M.
�
2 \\ 6" GATE VALVE (MJ) ,i
r 6" PLUG W/ 2" TAP & 2" BLOW OFF C�
Lw
SHELTON AVE. NE
D �-+ AFTER TESTING, CLEANING AND - _ - Xl TING CENTER IRAD
—_
/ 1 DISINFECTION, CONNECT TO 6" Cl WITH 8"x6" T
M m EXIST. 6" C.I.P. WATER MAIN 1 - - -- -- - - -- - -- — -- - --- - + —. REDUCER & 8" SPOOL (LENGTH TO FIT) 43Jc __-,-_-SSA--0•F __ _ _
(CONTRACTOR TO CONFIRM LOCATION) Z \ �—REMCVE �XIST. 6" CAP
5' 1 8"x 6" TEE (MJxFL) 6"UAF RUK tU.l. TO
I Fc15T- \tlAIM 1 6" GATE VALVE (FLxMJ) 434 6' GATE h ALVE �J+,'�"�(\AP
METER \FIRE HYDRANT ASSEMBLY 8" TO 6", REDUCER (PEx J) - - --
�' 8" PLUG W/ 2" TAP & 2" BLOW OFF -19% 6' T- (MixFL
STA 0+92, 14.C' LT i V
REMOVE EXIST. 6" CAP 433 6" GATE VALVE (FLxMJ) - - I
6" ADAPTOR (G.I. To D.I.) TEMP TESTING DETAIL RE
�0, - PROPQ Nr i RA
\I 6" GATE VALVE (MJ) �F -- - -- ---- -
V 8" TO 6" REDUCER (PExMJ) �\ SHEL TON AVE NE - CO�ER (TYP)
cue ,, �-
1 8"x 6" TEE (MJxFL) 432 "� � �•
8" 45' B ND NJ) 8" 90' B
6" GATE VALVE (FLxMJ) _ _ _ _ __ _
FIRE HYDRANT ASSEMBLY 12" CPEP�I ST����
1'354.3619 ��
E ' 9099.5323 EXIST. 12" CONC. STORM DRAIN 431 - - - -- +- - - - ---+
I. WATER
222. 42 " S88'24 ' 10 " / -- - _ - - -
EXIST WATER METER (LOT 1) -
8" PVC SAN. SEWER
L 1 MAIN $„ P C SAN. S WER j
- - - - - -- F.I. WATER
8" - BE (M LT 429 - �' LF 8" 8" 90'
WATER 8" 45' BEND (MJ) _;-
EASEMENT CONC. BLOCKiNG_�43�� - - - -
/ \ L37 LF 8' D.I. WATER
37 LF 81 D.I. WATER ��� I - - - --�
428 — � -- -
MAIN
STA 0+98, 15.5' LT - _- - - - ---�-- -- - ---- --
LOT 1 SHALL USE 427 - - - - 8" 45' -
EXIST. DRIVEWAY e I CONC. BLO KING
3I i—I
5' OFF -SITE - S I ��
PUBLIC (CITY (� EXIST. 5'
OF RENTON) 15 i EASEMENT G
LOT 7 WATER EASEMENT U
rF , 0,
GOB G\,.
I
LOT 6
CONTRACTOR TO REPAIR
EXISTING YARD LANDSCAPING --
TO
ORIGINAL OR BETTER
CONDITION. � LF 8" D.I. WATER
MAIN
CUT IN EXIST WATER MAIN
6" TEE (FL) CONTRACTOR TO SAWCUT EXIST
2-6" SLEEVES (MJ) I SIDEWALK, CURB, GUTTER &
3--6" GATE VALVES (FLxMJ) PAYMENT, RESTORE PER CITY
8" SLEEVE (MJ) OF RENTON STANDARDS,
8" TO 6" REDUCER (MJ)
CONC. BLOCKING
NE 10th STREET
CONTRACTOR TO CONFIRM
LOCATION AND DEPTH OF
EXISTING MAIN
1+00 1+40 2+00 2+54
PRIVATE ROAD/DRIVEWAY PROFILE
SCALE: HORIZ.: I" = 20'
VERT.: 1 " = 2'
1 "=60'
0
00
I�
z
w
-8"x8" VERT CROSS (MJxFL)
w
2-8" BLIND FLANGES
(ONE WITH 2" TAP & 2" PLUG)
-
1-8" TEMP. PLUG (MJ) WITH
2" TAP & 2" BLOWOFF
L___
TEMP. CONC. BLOCKING
AFTER TESTING, CLEANING AND
1
DISINFECTION, CONNECT TO 8" DI WITH 8"
_---
SLEEVE & 8" SPOOL (LENGTH TO FIT)
5' CONC. SIDEWALK
_ _
` ------
12 LF 8" DI WITH 8" PLUG WITH 2"
_ ---
TAP & 2" BLOW OFF
- - -
CUT IN EXIST. WATER MAIN
EXIST. PVMT
- �'�-
6" TEE (FL)
EX. 6" C.I. ,�I
2-6" SLEEVES (MJ)
GATE VALVES (FLxMJ)
8" SLEEVE (MJ)
c
NE 10 t h S T.
8" TO 6" REDUCER (MJ)
CONC. BLOCKING
TEMP TESTING DETAIL - NE 10th ST.
_ VERT CURB & GUTTER --
--- W591
/ EXIST. 6" C.I. WATER MAIN
S88'2 7 '35 "E —�
NO.
REVISION
BY APPR.I DATE
435
434
433
�+4 .5, 5' LT
CKINGNG
431
430
7.5, 34' LT
END (MJ)
$�OCKING
428
427
3+00 3+20
z
I
—
—
I
W
-- —
-----
— -
NE 10
h S T 4
-
-
-----
—
—14
3' MIN.
--
CUT IN
-
EXIST. WATER
MAIN
4
- —
-----
—
--- -
--
6" TEE
-2=-
6" GATE
(FL)
VALVE
(FLxMJ
--
--
---
--
-$' TO-
CONC.
0" -REDU ER I w
I
LOCKING
-
-----
--- - Iv�AIN
- -
i
----- --
------
+-- ---
I
--
3+00 3+60 4+00 4+20
OFF —SITE EASEMENT PROFILE
NOTES: SCALE., HORIZ.. 1" = 20'
VERT.: 1 ' = 2'
1. FILL AND COMPACT ROAD PRISM TO FINAL GRADE PRIOR TO
TRENCH EXCAVATION AND INSTALLATION OF THE WATER MAIN
AND FIRE HYDRANT.
2. ALL. TRENCH RESTORATION SHALL BE PER CURRENT CITY OF
RENTON TRENCH RESTORATION AND STREET OVERLAY
REQUIREMENTS.
3. A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED FOR
ALL LOTS WITHIN THIS SHORT PLAT.
4. THE DEVELOPER MUST VERIFY TEH MINIMUM SIZE OF THE
DOMESTIC WATER METER TO EACH LOT WITH A FIRE SPRINKLER
DESIGNER PRIOR TO THE INSTALLATION OF THE WATER SERVICE
STUB AND METER.
5. A SEPARATE FIRE SPRINKLER PLAN BUST BE SUBMITTED TO
RENTON FIRE DEPT. FOR REVIEW AND PERMITTING PRIOR TO
INSTALLATION OF THE SPRINKLER SYSTEM. A BACKFLOW
PREVENTION DEVICE DOUBLE CHECK VALVE ASSEMBLY IS
REQUIRED FOR EACH BUILDING.
LDS - S U I L.T
PE,R T-- (FLp SurZ,vE�
912*103
d®l o 3
35
34
33
32
431
430
429
428
421
RECOMMENDED FOR
APPROVAL
BY.- r
DATE. O
BY:6)llwt/
DATE: Z L
By.--(, �'l/
DATE: tl O Z
BY:
DATE:
.W , APPLICANT•
JIM JACQUES
20734 �v(v�
FSS�,STEN��� �� 2509 ABERDEEN A VE. NE CITY (:3 IF R E N T O N
ON4L�'J1 REN TON, WA. 98056 DEPARTMENT OF PUBLIC WORKS
EXPIRES: 31 2004 Phone: (425) 255-2,562
ENGINEER: WA PLAN
JAEGER ENGINEERING _ _ L_ANGH"SHORT PLAT
9419 South 204th P/cce DESIGNED: JJJ
J DATE: 6/20/02 FILE NAME:
Ken t, WA. 98031 DRAWN: JJJ
Phone No. (206) 850-0934 CHECKED: SCALE: 1" = 20' F1ELD BOOK: PAGE:
FOX No. (253) 850— 0155 1 APPROVED: DIRECTOR OF SHEET: 5 OF-6
PUBLIC WORKS
SCANNED NOV - 7 2003
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