HomeMy WebLinkAboutWTR2703031.1ENO
C14
0
Cy)
z
0
ry
Q L.Lj
_j
__j
_j
=) L0
0 C) n
m op
ry Ld
0 cf) <
wiz
0 C/)
LLJ Ljj
Ld
ry
0
Cn
0
CL
4-1
C) 0
Z
-9 CL
E4 �41 IL
04 "C: �
L) Ulu
-s E
0
C
m
E
41 cul 11
CL
cD
w
���
i
Lo
zot
uj
a:
z
uj
z
w
> -
C)
co
Q-
3
ej
z
day
CL
Ld
i
r
m
i
it
z
ui
1i
li
PART OF THE N.
W - 6- 5--"4 , 41.
;�o az_, �pu,
IVD _71,11-11 - 1 6
MAIL PDX w
69
l J i t. _ . 1
r
��-6p46
X, 0
HOUSE
-6
e,14
NEW 'WOOD FENCE
-62'
rn
R LINED
k1pE
ea
J�
2.,SIHED,� 00
5 .2 3
COMMERCIAL
(CA) ZONE
CHAIN LINK FENCE 9
_56
9
r � � 1�. is �,,368
7` tF
54.6 53-40-
EXISTING POWER VAULT
'RY. CATCH BASIN
Cf,,11INC', = 53,95
SANITARY MANHOLE
RIM = 54.36
If 12* METAL = 47.61
IE 6' METAL = 47.67
LADDER ON SOUTH SIDE
RENTON EMPORIUM LLC
1/4 OF THE S. W. 1/4 OF SECTION 18, TOWNSHIP 23N, RANGE 5E, W. M.
__1
)4 w
S.
4AAtCS
171D w
1 20?
4 TZ -H � N
w 0 10 20 40
_28
RIM 5F3,8Aw
ow
"0 C;)NIC, t,4
BASIS OF BEARINGS:
ow
� V/\2_2 �--, w ROS 20000208900002
OW
44'
VERTICAL DATUM
CITY OF RENTON #2190
SANITARY MANHOLE ELEV. = 9.643 (NAVD 1988)
RIM = 40.53 SET 3 1/2- BRASS DISK STAMPED -CITY OF RENTON BM-
IE W 8' CLAY = 33.84 IN NE CORNER OF PUGET SOUND POWER AND LIGHT
POWER VAULT #386. VAULT LOCATED ON THE SOUTH
If SW/WE 8" CLAY = 32.90
SIDE OF SUNSET BLVD. WEST 100' + WEST OF THE
`
A LADDER ON SOUTH SIDE INTERSECTION OF SUNSET BLVD. WEST AND RAINIER
Rl`4'-
AVENUE SOUTH.
NW 12"o CONC. 40 "'ATE C,�-H S
1 'E- NE 120 CONC J, '_j
IL.-ED WITH MOD 'IJ M MANHOLE.:
RIM = 44,49 ;:E (SW S"o STL 41 A
4-02'3
IE W 4"0 PVC = 4.2.8 9 SW 12"o Cotif' PIM
'?3 "0 CMP 6 31---i
IF NF A"j' P W� �� 4 F) P�
0 CON'. _26 C_
Tt" BE ABANDONE
PRE-APP 01-XX
SYMBOL LEGEND
FOUND MONUMENT AS NOTED
FOUND RE: BAR & CAP, OR PIPE
0
SET RE: BAR & CAP
X* IN CONCRETE
OS
SANITARY SEWER MANHOLE
WATER VALVE
FIRE HYDRANT
SSSSIO
SANITARY SEWER STUBOUT
EiT
TELEPHONE RISER
--op-
POWER POLE
OW
WATER METER
dMISO
WATER STUBOIJIT
<----
ANCHOR WIRE
OWS
WATER SPIGOT
1:1
STORM DRAINAGE CATCH BASIN
EIC
CABLE TELEMSION RISER
(D
WELL
-0-0-
CHAINLIW FENCE
-13-0-
WOODEN FENCE
- S
SANITARY SEWER PIPE
- D
STORM SEWER PIPE
- W
WATER MAIN
A
�m(
CONSTRUCTION NOTES:
�RVI MANHOLE
D'M 43 2 4
CONC. 3,9. _77
,A 2"0 CONC, !E 10 N3838,749 FIRE HYDRANT ASSEMBLY 0 STA. 0+18.29, & STA. 2+54.55,
0 (1) 8-x6- TEE MdxFL - (v Cr AT6- V Ot,'V* Cf Lif
E 2'CCIG, � /
(1) HYDRANT ASSEMBLY PER DETAIL DRAWING BR24 ON SHEET -ClO-.
CONCRETE THRUST BLOCKS
y
T PROVIDE & RECORD A 15' WATER MAIN EASEMENT.
// CA CH BASIN
012
34. 09
N 18"0 _50 4A
8- GATE VALVE (MJxMJ) 0 STA. 1+46.00
s'j V'T,- NIL S 18'0 CONC � 30.05
�A-iH BASIN
o
ILIt_f� 'V�0'ITH MIJD---�f� M 4,9
1E r-4' 4`0 iPV1 4' 1 1
RIM = 4q ?7
E F,%5 17 ,
1# : I L, -- 41 44 0
SANITARY MANHOLE
RIM = 49.75
IE 12" METAL = 41.17
IE 6' METAL = 41.24
LADDER ON SOUTH SIDE
STORM CATCH 6A5IN
RIM = a0 hl l;
w-3o31or
WATER MAIN CUT IN TO EXISTING 8 0 C.I. PIPE, 0 STA.
3T04.90, AS PER DETAIL I ON 3r1LLI WU .
CONCRETE THRUST BLOCK.
0 WATER MAIN WET TAP TO EXISTING 80 D.I.P. 0 STA. 0+00,
AS PER DETAIL 'T' ON SHEET "C10".
CONCRETE THRUST BLOCK.
CCITY OF RENTON STREET PATCH PER DWG.
HR-23 SEE SHEET "C7"
70 1 1/2 CITY OF RENTON DOMESTIC WATER METER 0 STA. 0+22.29
AS PER MODIFIED DETAIL DRAWING BR42A ON SHEET "C10".
1 1/2 CITY OF RENTON IRRIGATION WATER METER, @ STA. 0+26.29
AS PER MODIFIED DETAIL DRAWING BR42A ON SHEET "C10"
BENDS 0 STA. 0+48.21, STA. 1+02.33 & STA. 1+41.56.
(1) 8"x8m 45* BEND (MJxMJ)
IE NE 6`0 CONCRETE THRUST BLOCK
100 1 1/2 CITY OF RENTON DOUBLE CHECK VALVE ASSEMBLY BEHIND
IRRIGATION WATER METER, AS PER DETAIL DRAWING BR54 ON
SSHEET "CIO"
5
,`
IPPAWAI&J, LK
Cl lip �! HQT�'b
/ /`\��
W �1 (�:rl/ SU.�61Q1Fi
FIRE HYD. STA, 2+54.55
/� 75
EXISTING D.I.P .............................................................. ........... ..............
ASSUMED INVERT
4.57. BEND ....................
.............
.4'.019
6.1
Al
SEE NOTE "1*
... .........
LANGSTON
•
STA. 0+00
ST'A. :1+41.56
SEE NOTE "9"
........... .$
EXISTING
....
EXISTING a" C.I.
70CURB
63
EXISTING
............. .................. ..................... .................................
Ce
wi
0
CURB LINE
-RMSR -GRADE .......... ..................... I
ASSUMED INVERT.
NOMINAL STA. 3+04.98
nRE HYD.
6
STA. 0+ 18.29 '*:STA.
-45' BEND
0+48.21
Zi
65 ........
.SEE - NOTE. "11 ..........
DOM. WATER METER:
- : SEE'NOTE'*g" ...... ..........
45' BEND .........
+0*2*.*3'3 .....
SEE NOTE "9"
)S5T,A, 1+ 46. 00
I SEE NOTE "3"
....................
......... ..... .
.............
.............
SEE
NOTE "7"
60
......... .......
........... ............ ........................
IRR. WATER METER
.......
SEE NOTE '8
EXISTING GRADE
55
.............
.................
........ ...........
..................
......................
.............
8"0 D.I.P.
........... I .....................
................. ............ .......... ............ .................. ............................ ...... ...... ....... ......
V1240 'SANITARY .................. .......... ............................. ....... 8 .........
SEWER .61".0. -SANITARY.
SEWER
WATER MATM PPC)PTT-P
" %_ C&I K-1 . 11 J. -r-u , v i =ju
WATER UTILITY PLAN
Scale: 1"-20'
DEVELOPER:
SITE ADDRESS:
SITE
RENTON EMPORIUM LLC
S.W. SUNSET BLVD.
RENTON, WA 98055
ARCHITECT:
FALL ARCHITECTURAL
9607 39th AVE. S.W.
SEATTLE, W.A. 98136
(206) 935-2240
ENGINEER:
KEITH & ANNETTE DEMPS JOHAN OYE P.E.
1-13 2308 N.E. 241'h STREET 12202 PACIFIC AVE S
RENTON, WA 98056 TACOMA, WA 98444
425) 226-6632 (253) 537-8128
3+00
RECOMMENDED
FOR APPROVAL
BY
BY
BY
0
I EXFIRES: 4A26 2003 1
gm r o z-
SHEET NO,
C9.
w P*? - 3? - mil
MAR 2 8 603