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RAINIERSTATION-PHASE
1
THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN h y
FIRE SUPPLY SERVI P.O.C. & / / Q
SIZE REQUIRED' TO BED DETERMINED CITY F RENTON, KI COUNTY, WASHINGTON , ! (� c CV
BY SPRINKLERS STEM DESIGNER - - - - Nts'2T39 w�__�--
--- - �- SSEMBLYTSK"TD- -
f f f f f f f f f s
7-PLAN B099 ON SHEET C3.4 N I o
N:182279.12 E:1297906.66 - - - --
SSCO #2 TEM-DE IN - GRAPHIC SCALE I Z N rn
RIM=49.28 a N C N C
IE-44.93 20 0 10 20 ♦o so
1OLF-6 PVC SDR35 0 2.00% 3LF PV C ♦ ' '*' Cn ''"''
N:182269.61 E:1297909.32 RD ° Spy �j2.339� • 9 • w_j w 9 BUILDING #2 [FUTURE] > .� 0 4)J -0 •C ._c
SSCO #1, RIM=49.40, IE=45.13 ( a STA. 2+26.00 0.00 RT (DOMESTIC WATER AND FIRE SUPPLY LINES WILL BE t IN '� I Q -C J C L
1000 GALLON GREASE INTERCEPTOR, w S 1-10�x6*" TEE (MJxFL) PROVIDED AT THE TIME OF FUTURE BUILDING PERMIT) PARKING STRUCTURE IFUTUREIn°h 2b r I L_ � -c O co
1-6 GATE VALVE (FLxMJ) Q Q �_ co
UTILITY VAULT MODEL #4484-GA S A1GHT E C.O. ® T FIRE DEPARTMENT DOMESTIC WATER AND FIRE SUPPLY LINES WILL BE
1-GONG. THRUST BLOCK STA. 2+71.33, PROVIDED AT THE TIME OF FUTURE BUILDING PERMIT
12LF-6" PVC SDR35 02.00% N 0 T OF INTER OR CONNECTION * � 0.00 RT ( •C O � �
SIZE PER SPRINKLER 1-1 x90' BEND MJ ) •- - }'
LC O O O
Ex. 48.7 /crR srucTURE SYSTEM DESIGNER --
� �� 2 IRATION METER & BACKF�OI�L - - - - - - - - - - - - -� 1-CONC. THRUST BLOCK -- � -
TOP 48.7 ± -
cTR CHANNEL 44.48 PREVION, SEE IRRIGATION PLAN C Q 7 � -*.-
8" CONC. (-E) FOR DI AILS I N15'38'20"W N
8" CONC. (-W) �"
I 65LF-10" WATER I STA. 2+86.94 0.00' RT Q �
s" coNc (-SW) I I 1-FIRE HYDRANT ASSEMBLY
S----------- STA. 2+86.94, 8.50' RT
N:182280.50 w STA. 2+06.68 0.00' RT I Z
W I 1-10"x90' BEND MJ CENTER OF HYDRANT
E:1297933.32 ( ) _ _ -_. - O
SSCO #3 I 1-CONC. THRUST BL I SEE STD. PLAN 8102
_- - -_-
RIM=49.40 RD o R R I ON SHEET C3.4 ~
IE=44.70 re _ j BUILDING *3 [FUTURE] Q z
DRY ®2.0 X a ° I - _ - _ - DOMESTIC WATER AND FIRE SUPPLY LINES WILL BE O
STAr 5+51.33 0.00 RT
�b I i i 1- E HYDRANT ASSEMBLY PROVIDED AT THE 11ME OF FUTURE BUILDING PERMIT) J O
I I STA. 1+91.05 0.00 RT I ,- I PROPOSED 15.00 STA. 5+51.33, 10.00 LT ,
XST °SS+H I I 1-FIRE HYDRANT ASSEMBLY z STA. 3+50.00, 0.00 RT STA. 5+65.33 0.00 RT
BUILDING - I I I 1-10 GATE VALVE MJ WATER EASEMENT CENTER OF HYDRANT 1-10"x90' BEND (MJ)
_ I STA. 1+91.05, 31.85 LT SEE STD. PLAN B102 1-GONG. THRUST BLOCK
� I
� I CENTER OF HYDRANTIII- ------- ON SHEET C3.4-------
3 SEE STD. PLAN B102 I E- - -
f o ON SHEET C3.4 I '
2 MESTIC WATER ERVICE, �' ( VI P I �• w D» I
ITD. PLAN BR1 2 ON �' r• N15°38 21 W
l• I N^ I I W to' W 237LF-10" WATER
T C3.4, LOCATE ETER I o f I I---- ,g
BOX,IN LANDSCAPES LAND \ I I ' --------L------------------------------------------------------ I I
DINATE WITH M STA. 3+28.33 0.00RT
HANICAL \ I I 1-10"x90' BEND MJ ° ,�, I roP 4a rYP1 11
�OINT OF CONN
o 1-CONC. THRUSTBLOCK�PROPOSED LOT LINE cz,k I !�' 3 I 1z"P�o1e443s
N, » o 24„ CMP /E 4, 5 (IN,S) r
I I
ADJUST AL S I I N200438'W N13'4020 W 51
28.' I o NorE.CE ENS 24.93/(OUr W
J � �� I l z '.�` I
TO GRADE I I STA. 1+02.68 0.00' RT 3t.t9 1 ® 'o 24" Nor P ��
( ) I Np,
I I INTERSECTION W/ ROW N
RD RD a RDco I I EXST. 16" WATER _ '" I I EXST. 16" WATER _ Q �I
I \ \ N1538 20 W Z
a a - - - - - - - - - -
W N15 38 20 W - - - - � L -
- - - - - - - - - ° a a a ° W ° W
a W o "° W 12 a 16'° a o 1� 16" �N �® ° a Q a 16° aW ° ° 6'0 0 ° w - 16" a o
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Q �M 2" - - SD 8 12" - SD 12 SD 1 sD 12� SD 12 SD - 12 S� 8„ 12 --- SD „ 12 SS SD 8„ 2 �S SD _ 8-12
--- - ss 00-0 " 0-0 -P - - ss 8" - -- ss --- - 8" -- SS 8 8 STA 6+17 28 0 00' RT ss
EXIST. HYDRANT, PROVIDE 5" W
zz o STORZ FITTING EX s
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EXST. HYDRANT 1-16"x10" TEE (FL)
PROVIDE 5" STORZ 1-16" GATE VALVE (FLxMJ)
FITTING 2-16' SLEEVES (MJ)
EX °° 1-10" SLEEVE (MJ)
roP SSMH 1-CONC. THRUST BLOCK
crR 48.42 I CITY OF RENTON WILL PROVIDE CUT IN
8» PVCHANNEI 43.49 CONNECTION. SEE STD. PLAN B113 ON
8„ PAC �("� SHEET r.3-5 FnR CON _
STA. 1 +00.00
1-16 x10 TEE FL)
1-16" GATE VALVE (FLxMJ) -
2-16" SLEEVES (MJ) _..
1-10" GATE VA VE (FLxMJ)
- EVVE
1-CONC. THRUST BLOCK _ _.
CITY OF RENTO WILL PROVIDE CUT IN _ _. - .. _...._ . __-_--
CONNECTION. C NTRACTOR SHA COORDINATE EXISTING GRADE
- - _ ------
WITH THE CITY DF RENTON. SEE STANDARD PLAN
B113 ON SHEET C3.5 FOR CONNECTION DETAIL
r s
PROPOSED GRADE
STA. 2+26.00
STA. 1+91 05 1-6' TEE MJxFL)
FIRE HYDRANT TEE
-- - 1_RU�� 6 GATEVALVE CO C.MJ)-
c
- -- BLOCK
-- -- STA.-1+9 .00 STA. 2+06.68 1
" 1-10"x90' BEND MJ 1
2__ DOMES C ...SERVICE ( )_......_ _------_---- --
CONNECTI 1-CONC. THRUST BLOCK
1+00 1+50
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
ABANDON EXISTING WATER METERS op Ce rmE 1 1-16"x10" TEE (FL) EXST. HYDRANT, EX SSMH
49.44 crR w o ■ roP 5p CrR S z
8" IE SrucrU 1-16 GATE VALVE (FLxMJ) PROVIDE 5 STORZ crR CN 94 �crl,RE
PER CITY STANDARDS (TYP.) 48.59 ARE
OP C8 E // (oUr_S) "� 2s 16" SLEEVES (MJ) FITTING 8' P vc N� / 46.29 cc
RAINIER AVENUE N. 0 CrR , ,o" SLEEVE (MJ) c (-S)
8 IE SrUCroRE 1-CONC. THRUST BLOCK
12" IE 46 73 (IN N
81, cI 44.o7 (1N CITY OF RENTON WILL PROVIDE CUT IN
l2" Nc IE 46. N) CONNECTION. SEE STD. PLAN B113 ON
N15'36'21'W 526.43° - 1�� 57 (l
- o�T 5) T`- , SHEET=. F ETAIL
N
---------------
i 7
- ------ - ---
1-10' GATE VALVE
TA. 71.33
w
•... ... 10 90 BEND
-CONP. THRUST
0 0 O Co
co c r N
Ln Ln
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2+00 2+50 3+00 3+50
RECORD NOTE 5iiios
op333W3 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS.
WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE,
AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR
ERROR OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THIS DOCUMENT AS A RESULT.
THOSE RELYING ON THIS RECORD DOCUMENT ARE
ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS
ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.
4+00
_ . _..- __
-I
_ _ _ .
____ - _
--
1
w w
16_ x10 TEE F
_....___-
__-- _.._ ........_..-.
- ..
1
N
16 GATE VAL
FLxMJ
2
16" SLEEVES
J
1
10" GATE VAL
-
F7m
1
10" SLEEVE (MJ
--------
_
-------- _.._...__----_--
-----------
_._ _--
_......-.
CTY
OF RENTON
LL PROVIDE
s.,......
_- __ . __ . _
...__._._. _
___.._..._
_- - - ------------
_ _.:.___.
C)NNECTION.
CON
ACTOR SHALL COORDINATE
_..- ..
_
. - .
_.-
_
._
TH THE CITY OF
R NTON _
E .SEE STANDARD
PLAN_.
B
113 ON SHEET C
.5 FOR CONNEC
ON- DETAIL
-
-------- - ---_._....
__ ,..._.. ------ ...
....
-
-------------
-------
STA. 5+51.
-
3
FIRE HYDRANT
TEE
_......
_STA. 5+65.
3
=-1-0 x9O`
ND- (-MJ)-
_._.._.
---_ __ ....__.
_... _.. _
_ _._
. ._
-_- __. -
- _...-
__
_. 1-CONC. -THRUST
BLOCK ---
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�SSIONAL �yCs1
EXP RES
4+50 5+00
RECOMMENDED
FOR APPROVAL
BY
BY
BY
REUSE OF DOCUMENTS
THIS DOCUMENT HAS BEEN SIGNED ELECTRONICALLY IN
ACCORDANCE PATH WAC 196-23-070 AND CHAPTER
19.34 RCW. UNAUTHORIZED ALTERATION OF ANY OF THE
INFORMATION ON THIS DOCUMENT MILL INVALIDATE THE
DOCUMENT, MY CERTIFICATION AND SIGNATURE
THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN
INSTRUMENT OF PROFESSIONAL SERVICE, IS THE
PROPERTY OF AHBL AND IS NOT TO BE USED, N NNOLE
OR AI PART, FOR ANY OTHER PROJECT MTHOUT THE
WRITTEN AUTHORIZATION OF AHBL.
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pp 58
36
Q^
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5+50 6+00 �p
CHECKED FOR COMPLIANCE CITY OF RENTON N
TO CITY STANDARDS DEPARTMENT OF PUBLIC WORKS
DATE
DATE UTILITY PLAN C3.1 °
DATE m
DESIGNED: GCH
DATE: 07/03/06
FILE NAME: 203615-C3.1
O
m
a
DRAWN: GCH
SCALE! 1» - 20'
FIELD BOOKS PAOEi
1
AS-BUILTS
MW
5/1/08
CHECKED: JMW
NO.
REVISION
BY
APPR.
DATE
APPROVED.
DIRECTOR OF iwUTAA_IC WORKS
SHEET. 10 OF:18
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