HomeMy WebLinkAboutS-339804N8'7 50.
-40 0 20 40 CONCRETE PAD '' w, ( ice- 251.49 EX. WATER MH
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EX. SSMH
� EX. 10' LANDSCAPE � " ,: '- - '' � -
J 0 EX. SANITARY SEWER RIM= 16.95
1 » = 4Q' r- & UTILITY ESM T.;
STUB -OUT O s LE: 12 "CONC. SN = 10.31
I EX. HYDRANT'.° )
I
YARD HYDRANT = , a fi
i vo ► 3_ � 89432
R = 55.00'
i� I tl n L = 56.08
E% WV
7 +�i 'r o
I IIDQ
Y
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I
EX. HYDRANT
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k to^ I �
5
T
DIRT. t �
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44
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YARD HYDRANT �' APEIALT
.. " YARD HYDRANT " II
® -_,\ 1 WATER TYP r
$,
s
( ) I STREET LIGHT ON
.` 4x11.5' CONC. BASE
x
a
/ k ....- 0
f
10' ;
I ,
I
N -2
TRASH & RE i__ -.- , __._ -.. --
20, . RECYCLING
1 1. ; . I ;n II I
ENCLOSURE I %
20 UTILITY EASEMENT
I DETAIL ,
CONNECT DRAIN TO SS
I _ I SCALE. 1 - 20
;.' EX 30' RAILROAD r" • `"� - -� f
ESM T. n,z.
' u<< ti� � X2 X1 �, }
' _ ® LF - 8" PVC (PR /VATE 8" MAIN 0.30%
f y �Ol ' 12 S
°II
®®
r
$1 '
MAIN
EX. 10' UTILITY
owl
ESM T. ®
I
DIRT EX. SSMH
RIM= 77-38
ELEC ":' I I.E. 12 "C0NC.(S,N) =9.93
REFER TO CITY OF PEN TON ! � Pi ELEC. III p EX WATER MH �- --
S4NEFAWY SENEER SFRMURE
SCHEDULE
CROiV EX 36-" Cam. SU _ 11:_',*(MERIFY}
STRUCTURE
TYPE
RIM
INVERT
�+
31
"
60 MH W /INSIDE DROP CONNECTION
16.71
!E 12" CONC (N&S) 10.01
PER COR STD. PLAN 8075.1
/E 8" PVC (W) 11.88
C01
6" CLEANOUT PER COR STD.
1775±
IE 8" PVC (E) 1281
PLAN B076
CO2
6" CLEANOUT PER COR STD.
17.70±
!E 4" PVC (N) 12.77
PLAN B076
/E 4" PVC (S) 12.77
0*7
OIL/WATER SEPARATOR 450 GALLON,
17.751-
!E 8" PVC (N) 12.63
UNLITY VAULT NO. 660-SA
IE 3" PVC. (S) 1288
DRAWING NO. W27 -2285
n
z i
A - 76 ®0349"
, STA. 5+10.q
?.: F
1 - 10 90" BEND (MJxMJ)'° REFER T II E 0 Cl TY OF REN TON
R = 443.37
�DRA WING NO. W27- 0304
- / " 7 THRUST BLOCK (TYP.) I A-50 ALT
-� L = 58.80 ._. ,. � _ _ _ _r � - .�; - �I
I J
12 "W- HYDRANT / E ItJ
n. FF 17.80
EX YDf;'
. -
STA. 16 +41.20 EAST VALLEY ROAD -
DETAIL A /
90 I A,
® ,. n 64.,LFF: STA 600 WA -TER MAIN \
2 DOMES 7TC W 1 TAR SERVICE n, p��..�{- L
/ PER COR S PLAN 8107.1 DI WATER
+00 - EX. A TER MN
+ F
S 339803
- "
t __S TA. 5-I -73.33
EX. 75' PERM. "
® I e - CONNECT TO EX. 12 WATER trJ
> UTILITY ESMT. f:.
" 15 LANDSCAPE
�� 6 FIRE SERVICE _
STA. 1 +70.57, 19.26 LT- � � e � � I t: � . SEE CONNECTION DETAIL 11-
&UTILITY EsMT. kN
TO CITY OF _ ,. �,, � POINT OF CONNECTION. � DDCA INSIDE BLDG j � i � INSTALL:
RENTON SEE /RRIGATION FLANS.- SEE MECHANICAL PLANS_' -- �' , o " Z
_......, _ rf I 1 - 12 x10 REDUCER (MJxMJ) r1 -' \
/ . _
0" MJxMJ
II
•,.,. „_ �„ .. v•...._..... , .,. �s� - � ".,.,.,.._ ;�.... .•: <, 1, r { � 1 1 "GATE' VALVE ( ) '
STA. Q ±79 „83 ® 1 " WA TER a . ' 1 - 10" POL YPIGGING CROSS (MJ)
1 - 10 45e BEND (MJxMJ)
_. STA. 1 +61.57, 22 LT `." q 10" MJ SLEEVE
1 - THRUST BLOCK NEW FIRE HYDRANT]. " ,
_ 2 - 10 . SPOOLS. LENGTH AS RE( 2D
t ! _ 4,
fi , �,._. ASSEMBL
Y
I'
.:<... / _ 1 1/2" WATE - I
X�l
'. :A. a RELOCATE EX. STREET LIGHT
, S TA. 0 +62 34, � �
_ J
E ELECTRICAL PLANS
NN . T T W It ( �L
C EC O EXIST 12 J. ,
Q� m "
f LL
F 1 ,.. �
0
SEE CONNECTION DETAIL 8116 -_ _ _ ._ S "
. STREET LIGHT ON
D/ ATER
.. _l STALL. . � 1II
N r t
o <11
w „ 27 LF ` 3x10' CONC. BASE
+00 - . ..,
_
:,
- ,r': 1 - 72 x10 REDUCER (MJxMJ) � �. ` - `�.,��' ! 70" Dl WATER
a9 di iJ. Q
t I
1 - f 0" GATE VALVE MJxMJ
I
( ) EX 12 WATER MAIN
"
" -
m a.
1 - 10 POL YPIGGING CROSS MJ � '3'-
3+00
188 LF 10" Dl -WATER ��(; �� �
0 = 0751 28
`
_, :. , i 7°.., / `r.� 1 10" M✓ SLEEVE i,
R 605.87 FND. REBAR &CAP m ° "� 2 - f0 SPOOLS, LENGTH AS REQD 35 LF
STA. _¢f 11:,1s
/� 15 PERMANENT UTILITY "
€ _ STA. 1 +25.04 1 - 10 45 BEND MJxMJ
L 83.09 / - r - II m
10 Dl WATER : EASEMENT TO CITY OF STA. 3 l 84, 32 !,
... I1 - 10 45 BEND MJxMJ 1- THRUST BLOCK cr
I _ s / I ( ) STA. 1 +96.97 REN TON "
J 1 10 45 BEND MJxMJ
1 - THRUST BLOCK _ ,_ _ _ ( )
_ �' _ `� 1 10 TEE MJxMJ ; , , , ,-
-- �. (_ ) _ >..: j o , II Call 2 I/Vorkrn Da s Before You Di ,
„ «• STA. 1151.91 ! » 1 THRUST BLOCK
i7 9
16 EXIST. 12 WATER MAIN " - GATE 1. V
1 - 10 45 BEND MJxMJ 1 10 VALVE (MJxMJ)
( ), u ( ,
THRUST BLOCK I z
1 7TTRUST.BLOCK; 1 WATER
II
y v_.
'555
1=800=424=5
,_.... a . �
1,110
. TEMP. SIGN
X •
Utilities Underground Location Center 7
w A SC, 47 N &'
EX. 10 UTILITY YARD H 'DRAN
BERM
(ID, MT, ND, OR, WA)
EASEMENT ,, I _ BERM � ...,.- ,,.. _.,_... -� ''
// BERM I ,.., II= f
,,.,., �,..,.. ;: � his ,
,
, „ ,
e �
.: °. NO2 091.3 E 00
y 1�
_, CONE. RET. WALL �,�r.,,, �.,.n:,. r,v;._: #�:,�;7 ,.; � _ ®,- N87.50'47-W7--
_ r �
» :. 1.Q., C .. Y
.JUL CON RET. W
72 W � ,. ,, ... ..;:., �.�.x:.. >�,� ... ALL _ � � I
is
ASPHALT _.- ---�'` ,, 12 W ,,.: + .,....�� ., „�,.:.. .: _: �,_ __ 164. , BENCHMARK ANO DA TUM:
e i ,� 33 IT 72 "w / EX. 6 CONC. CURB &. GUTTER �I N
O = 023359 N: I�
R = 605,87' 22 w 12 "w -12 w- - ?
HORIZONTAL DAZl11vL NAQ 8331
R = 605.8% / ASPHALT 12 W 12"W +
L= 27.14'
L = 40.46 ASPHALT VERI7CAL DATUM: CITY OF RENTON CONTROLLING BENCHMARK: C
CITY OF RENTON BENCHMARK No 672 CVN
CROSSINGS
X1
CROiV EX 36-" Cam. SU _ 11:_',*(MERIFY}
/E 8" PVC SS _ 11.91
X2
CROWN 18" SD = 11.01
/E8 "PVC SS= 12.12
»
CHISELED SQUARE IN CONCRETE WALK. �
6.5' WEST AND 1' NORTH OF SERVICE
NOTE. ENTRANCE DOOR TO YOUNKERS NISSAN
l \ SEE SHEET C2.6 FOR II
WATER MANd PROFILE
ELEVA TION: 20.94'