HomeMy WebLinkAboutWTR2702955.3LO
LO
m
STA 16+53, 4' RT
N
1—
8' x8 " CROSS (FL xFL)
N
3—
8 "
GATE VALVES (FLxMJ)
2-8-
SPOOL PIECES (DI)
2-8"
RO—MAC ADAPTER (DI —CI)
1-8"
GATE VALVE (FL xFL)
1-8"x6"
REDUCER (FLxMJ)
1-6"
SPOOL PIECE (DI)
1-6"
RO—MAC ADAPTER (DI —CI)
CONNEC T TO EX. 6 "
WATER MAIN
SEE DETAIL #1, SHEET 17
STA 16+57, 17' L T
8 "x 6)' TEE (MJxMJ)
8" PLUG (MJ)
CONCRETE BLOCK
RAVEL
RIVE O
�T
STA 16+53, 25' RT
8 "x 6 "TEE (MJxMJ)
8" PL UG (MJ)
CONCRETE BLOCK
LFLOOR=312
.57
I
fi/CEDAR
li
12"
G�N 10" DEC 1 CON.
18" CO. ' ^"CILL2v
I 1 STUMI
--
DRIVE
CONIC WALK MB
o
W --
J -
ABANDON EX. WA TER MAIN
FINE FLOOR '313.21
W/ NO BASEMENT HSE. # 1900
FIN. FLOOR=312.31
I W/ NO BASEMENT
HSE. # 1826
FIN. FLOOR=311.96
W/ NO BASEMENT
,20"' CON
20" CON CRASS GRASS BRICK
//\l�> w PLANTER <ASS
� WALL f
DEC. T0. Df 3
2/ 6" DEC eQ�P FOR CONC. , / 33
—� wa` DRIVE I ICURB&
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o
MHf0
50030'53"W / 616.66—
ASPHALT ROADWAY
'. HEDGF
_
r OD
y
o
CO.'lc,
. zR F �../ -
\ SHRUB
� 1 lT'l1C
i 1
12 CHERRY
w --11�-
- � s 8"/10" DEC.
� ASS
i
SSMH RIM=310.65
cL CCO O=293. —z06.1 B 663—f.�
c- 8"CONC(N)=293.8 HSE. # 2201
R.R. SPI E N. FACE FIN. FLOOR=313.71
T111.. POLE W/ NO BASEMENT
= ELrV.-311.65
r ' '
N_ -
uj -
Z
II
HSE.
If 1917
HSE.
# 1909
FIN.
FLOOR=313.17
FIN.
FLOOR=311.68
I W/
NO BASEMENT
I W/
NO BASEMENT
BLAINE A VE. N.E.
STA 16+00, 4' RT
1— 8 "x6 " TEE (MJxFL)
1-6" GATE VALVE (FLxMJ)
CONCRETE BLOCK
STA 16+00, 24' RT
FIRE HYDRANT ASSEMBLY
3
I CURB & G�TTER
P
PLAT
GRASS
HSE. # 1833
FIN. FLOOR=309.92
W/ NO BASEMENT
HSE. # 1818
FIN, FLOOR=309.94
W/ NO BASEMENT
I
ASPHALT 18 MAPLE \18" MAPLE
DRIVE
STA. 7 0+ 45, 54' RT
6" 90 ° BEND (MJxMJ)
2-6" SPOOL PIECE
1— 6" RO—MAC ADAPTER (DI —CI)
CONCRETE BLOCK
19
GRASS
3: 26" CON
i MH #9 —
3
Tl
_ MB _CONIC WALK —__
PLANTED AREA G r NG. ,`�CONC =:.Rue
IVE _ I IVE
GRASS
f HSE. 1817 —
HSE. # 1810
FIN. FLOOR=306.39
W/BASEMENT
SEE DETAIL #2
SHEE T 17
HSE. # 1802 I
FIN. FLOOR=306.59
W/ NO BASEMENT
CB RIM-302 0
E 6"CONC(SW)I-300.0
C i'ri
4" CON, 4" DEC.
CONC,
OI
SHRUB
CONIC. 6 CSC PLANT D AR ASP
DR VE T
DRIVE
CURB & GU TER
s
MH
_-
6" C.I. WA TE
T�
l CONC. -c- CONC. - -
h
DRIVE ---__� DRIVE77
--
U C
W
Z
jliiGRASS
L SID H RIM-302 48
IE 6"CONC(NE)=298
HSE. # 1809
FIN. FLOOR=309.35
® SPIT LEVEL ENTRY
CB RIM=302 23
IE CCONC(S ?20.7 IF 12"CPEP(E)=298 8
IE 12"CONC(S)=298.9 3
I
I HSE. # 1801
FIN. FLOOR=306.12
W/ NO BASEMENT
NEW J14" WA TER SER VICE,
NEW SETTER & NEW METER
BOX (TYPICAL)
STA. 10+35, 54' R T
8' x 6 " TEE (MJxMJ)
8" PL UG (MJ)
CONCRETE BLOCK
STA. 10+35, 49' RT
8" VERTICAL CROSS (MJxFL)
STA 10+46.5, 40' RT
STA 10+35, 40' RT
1— 8 "x6 " TEE (MJxFL)
1-6" GATE VALVE (FLxMJ)
CONCRETE BLOCK
STA 10+46.5, 40.3' RT
STA 10+47, 40' RT
FIRE HYDRANT A SSEMBL Y
STA 10+35, 11' RT
8 " TEE (FL xFL)
2-8" GATE VALVE (FLxMJ)
1-8" 45°BEND (FLxMJ)
CONCRETE BLOCKS
I
I
y
N
STA 10+40, 5' RT
1-8" 45 ° BEND (MJxFL)
1-8" G.V. (FLxMJ)
CONCRETE BLOCK
w-oe
Ex MH STA 10+28, 5.38' RT
RIM 302.49
E 8" S 296.20
E 8" E = 296.20
E 8" W - 296.20
c- c: c:
E- C 0 0 0 U O N C
0 C o Q O`� i +, U N O U 0 C
U N U j i 0' j 0 U +' U 0 U
° 16+00 - - 17+00 XI ° X 15+00 J 0 o C) 0 u 2+00 11 +00 10+00
14+ 0 13+ 0 1
......................... ..... ... ... .. .. ............ ............. ................. ......... .... .......-............................... ........... ........ ..................................................................
�° °° ° U
ch Q� MINIMUM 3' COVER 0- Q! Q� QCD Q o 6 0 6 X- �.
Q Q Q C Q a 0_ CD Q + U 0 C .
Q Q Q 0 O +-� O C, - N
Q Q� J
310 �� X � o s :310
......... ...... ..... ... ......... .. ............. ........ ........ .......
Q Q° X X� o
�� Q O � °
0 r
III .f6 LF CL.
7 �� Q -
1
8
5 °
2
D/
P n1
O LY
i WRAPPEp)
300: II�
(n 300
....................... .............. ...... _ _. ... ........ ....... ........................
PROPOSED SAMTARY SEW R
I,
290: :290
.................................... .......................... ............... ...................................................................... ........... .....................
N
280: :280
P R OEI LE SCALE ....... ....... . ..... .
EX MH :STA 16+35.39, 7.45ET
- RIM - -310.65 H OR I Z. 1 "= 30'
IE 8" E: 286.10 VE R T. 1 "=10'
IE 8" VN - 286.10
SURVEYED:
PACE
DESIGNED:
AG
DRAWN:
JDH
CHECKED:
AG
NO. REVISION BY DATE APPR APPROVED:
LH
AS —BUILT INFORMATION
PRO �lDED BY COA TES
SURVEY SERVICES
JANUARY 2003
SCALE:
VERTICAL: NAVO 1988
1"=30' HORIZONTAL: NAD 1983/1991 ;; C1 T Y OF EAST K E N N Y D A L E
RENTON
ONE INCH DAi WATER MAIN REPLACEMENT
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY 1800 & 1900 BLOCKS OF BLAINE AVENUE NE
JAN 2002
FIELDBOOK:
PAGE:
DRAWING NO:
W-3
SHEET: OF:
11 0
6v ne -1? - j J7,
&k'D A IN N E 0 t 414 4, -4/- -1219151�51A�A