HomeMy WebLinkAboutWTR2702955.4r`1
3 RIM-305 I8 —
12"CPEP(W)-300. /
6"PVC(NQ-300.7
6"PVC(E)=300.7
w
3
IN CASE
2
L
N �
1.21'
STA 1+311? 12' LT
DEAD —MAN BLOCK PER
STANDARD DETAIL
STA. 1 +21, 12' L T
8- VER TI CAL CROSS (MJxFL)
4— 3/4" SHACKLE RODS
FROM DEAD —MAN TO 8" G. V.
STA 0+84, 12.5' L T
1— 8 "x8 " CROSS (FL xFL)
3-8" GATE VALVE (FL xFL)
1-8" GATE VALVE (FLxMJ)
3-8"x6" REDUCER (FLxMJ)
3— 6 " SPOOL PIECE (DI)
3-6" ROMAC ADAPTOR (DI—Cl)
1-8" SPOOL PIECE (DI)
1-8" LONG BODY SLEEVE
SEE DETAIL #5, SHEET 18
CAMAS A VE. N.E.
I �
NEW 314" WA TER SER VICE,
NEW SETTER & NEW METER
BOX W/ NO METER
:; --
IF 6" CONC.=295.3
HSE. # 1824
FIN. FLOOR=296.63
W/ NO BASEMENT
s � �
CONC. GRA El , _ — __
DRIVE GRAVEL
—_
i IE RIM _
CONC. IE 6"CONC(N)=295.9. -"
K DRIVE -
CURB &GUTTER � MB
4 24" CON
20 CON \
HSE. # 1825 \
-- .n 'J FIN. FLOOR=301,87
\ - - - NO BASEMENT
c z
EXISTING 6 " WA TER MAIN -- - - - E /
� _ LOT ucT _ _ - � .
H �11
NGr - �GT
ti
— — — G�_
i --BOf- AI'l TED nkF ��' \ � . h9
A �- - � �" �\ SDMH RIM- 297.07
TO BE ABANDONED �� o`� PLANTED AREA - 4 - -- — 60�— CONC. E 6" CONC �S>=295.6
C
F«o " CON GRASS I'— '� 'L -- DRIVE .�o`� IE 6" CONC NE)-295.6
1 GRA S u� -
24" CON io GRASS
Y GRASS BM K 663-74.1 �,
Q R.R. SPIKE W. FACE za' CON _ IVE
eGc, �1a" Ec CB RIM-30522 UTIL. POLE _
L
CB RIM-307.29 IE 8"CONC(E)=303.9 ELEV.=305.88 GRASS - - --
IE 12"CPEP W 30G.3 °� I I —GRASS
IE 36"CMP(N)=300.' HSE. # 2233
IE 12" CPEP (SE)=300.3 I FIN. FLOOR=312.35 HSE. # 1901
M I HSE. # 1909 FIN. FIT LVEL09.98 FIN. FLOOR=304.96
r ( W/ BASEMENT FIN. FLOOR=312.12 I ®SPLIT LVEL ENTRY I I HSE. 9 1833
1-1
W/ NO BASEMENT --
� W/ NO BASEMENT �
T M
01 -- \
SSMH RIM-30y1.13 I I _ . ., I
CHNt 8"CONIC N F W � � � � � � � � � � ( =286.4 �_--- _--- i. STA 4+4�4.6, 11 LT
STA 1 + 35, 11 ' LT NEW 3/4 " WA TER SER VICE, S�4 4 6' 1 1 T STA 4 + 79, 11 ' LT
1-8"x6" TEE (MJxFL) NEW SETTER & NEW METER 1-8,x6 TEE (MJxFL)
1— 6 GATE VALVE (FLxMJ) 1-8"x 8" VERTICAL CROSS (MJxFL)
1-6 " GA TE VAL VE (FLxMJ) BOX (TYPICAL) CONCRETE BLOCK 2— 8" BLIND FLANGE
CONCRETE BLOCK 1— W/TH 2" TAP & 2" PLUG
STA 1 +34.7, 21.3' RT STA 4+44.6, 24' L T 1— 8" PLUG (MJ) WITH 2" TAP
STA 4T4 & 2" PERMANEN T B. 0. ASSEMBL Y
FIRE H YDRA N T A SSEMBL Y CONCRETE BLOCK 2OP550C
FIRE HYDRANT ASSEMBLY �
1 +00 2+00 ... 3+00 ... 4+00.. 5+00
CONNECT TO EX/ S TING
WATER MAIN MIN/MUM 3' COVER
.......... .............
............. ........ ........ ....................................................................... ............ ...... ............ ........................
C E.
q O O
C
O O
O X,, OIN O L O 4� V.
_ O �� J .(n
310 n O 310
X U X�� X X� x J N O N OIj
. .. .. . . . . . . . . . . . . ... . .. . . . . . . . . . . . . . . . . ... . .. . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . ... . . . . .. .
�� O.� Q n O N O J V.
O.i N
p O.. � O- O O X N
Q E_ a:. Q� Q QL7
"_D Q Q O jam, U L
Q� 0 PROFILE SCALE
bXL
300 �II f
300 H 0 R Z 1=3 0'
....... 11 O, ............... ......35LF SCL52Di WATERAINOL YWAPD9VERT
290
............. .................. .................... ....... ....................................................
L II
T.
t
P RIM 30518
IF 8 CONC(W) 303 5 HSE. # 2309
FIN. FLOOR=305.59
W/ BASEMENT
10" CON
HSE. # 1916
FIN. FLOOR=302.98
® SPLIT LEVEL ENTRY
303
j z
RR TIE RET_
I DR VE
RR. TIE RET. WALL
O
4" CHV LNK FNC.
4" CHN_ LNK FNC
COLIC. WALK
-----
-
CURB & GUTTER
I -
� 1n
3
G
ASPHAI POADw ,
PROPOSED SANITARY SEWER
HSE. # 1908
FIN. FLOOR=303.54
W/ BASEMENT
I
HSE. # 1832
FIN. FLOOR=300.98
W/ BASEMENT
IIIII
GRAVE
U
V\!O�
PLAI=TI EA
C C-
WA
29
280 280
................... ...... ............................................. .............................. ...... I .................... ....................................................
AS —BUILT INFORMATION
PROVIDED BY COA TES
SURVEY SERVICES
JANUARY 2003
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SURVEYED: SCALE: DATE:
PACE VERTICAL: NAVD 1988
r 1 HORIZONTAL: NAD 1983/1991 �� JAN 2002
AG
DESIGNED: 1'— 30 CITY O F RENTON EAST K E N N Y D A L E FIELDBOOK:
_
DRAWN: � � PAGE:
JDH ONE INCH DATUM WATER MAIN REPLACEMENT DRAWING N0:
CHECKED: AG AT FULL SCALE Planning/Building/Public Works Dept. �1 — 4
IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF:
LH 1800 & 1900 BLOCK OF CAMAS AVENUE NE 14 18
SCANNED MAR 2 9 ;M* A P, W
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