HomeMy WebLinkAboutWWP2703246.1REVISIONS
11
N
U
o
o
N
z
Y
V,
z
O
W
W
o
a
T
o
J_
Z
08
U0�
1
O
co
>
c
T
a
F-
Cnm0IL
G0
r
=
J
+�
�QQz
J
F
F- Q
WZz
cl)w
W
-1 3:
a
pw
N
n
VJ
>-
w
WzF-
L
O
LL
Z
.0
0_
00
N
3E
Z
2
Li
�J
as
�0
0
c
vE
m
arE
d a�
c�
o
'
N
= J
J�Z
II
-A-
NWO
z z
w
J O V
r
z
o
Q
Wo
, Z J
J
0
a
J
U
0
Lj
�
J
iIIQ
(7
o
W
o
0
>
ch
z
FA
z
Q
W
Y
w
O
n_
Lnn
0
0
U
Q
ww
_J
_1
Q
")
to
N
w
♦-
U
COQ
�
o
0
r
lm
0
�
0 0
F- F-
z z
w w
00
U U
00
F- F-
w w z
Q�ce 0
LL. L �_5
00 >
>- >--
U I U
0
0
00
�
w
SEC. 15, TWP. 23 N., RNG. 5 E., W.M.
IN _', _� _-74 - _ _ - - - 391.5
---- ---
INV.
o
Tf
I - INV. _ -�' INV - -�. \
389.0 1 I I .t- a 1 I 28 INv. _� a 389.5 390.0 I I . a f
1 L- - - - 391.OJ I _ PAD = 397.5 - \�oSL as °: 2
1 I I 1 .4B !2+ 97.o1 0,25 R I _9TA. 12+64.91 12,00' R I I 6-PVC INV. =� I 1 -- -� I �g_392.0
TA:, i�-CENTERLIN I I '' 9
ry'.E 2N0 LN I I I S=0.0200 I STA. 10+10.2±, 12.0 ± R I STA. 1 ,U
. E. 2ND LN 391.0 I I I 1
1 �_ STA. �9-1-_§.C37 5 Q I (IS ) I I MIN. (TIP.) I ( 13.9±' ND LN` � I I (STA. 18+07. ±, 7. Q' I L ;a
9t 9S.lelo y' 82 NACORTES PL N.E. I 4NACORTESI PL N.E 44 R I 1 N TA.2I B+20.2± N.E. 2ND L
1 I SMH No. 1 ) I 1-8 TEE (FL) , 1 I 1 WATER METER I BkEMER TON A VE. N. E.) I I BREMER TON AVE. N. E1� �
/CONC. BLKG. (TYP. SEE NOTE) 1 RLMOVE EXISTING 8 PLUG I I EX. SSMH No. `
-8 GATE VALVES (FLxMJ) I ACID JOIN EXISTING WITH I I RIM = 398.7±
A E 8 (OUT) E =--- 1381, I I I I 1+8''x8" VERTICAL CROSS (MJfQ IE 8" (OUT) SE 37 .�
23 1 I I IE 8(IN) W = 3$�4-4� I38`11.21 �.•� • ( I I 1 I 1 +8 BLIND FLANGE I' I IE 8 (IN) W = �l 3 l5.•P�►a,
IE 8 (I N) NE = 38�4. 44 ' 138H . 291 E�• 26 I I -
PAD = 395.0 1 I PAD = 395.5 I I 27 1 ,1 t 8 BLIND FLANGE W/2 I I IE 8 ' (IN) N = 3 79. 6 etc
PAD = 397,0 I I PAD = 397.0 1 T,1P AND PLUG I, I 2g I \
25 I 1 1 1 I 1 2 TEMP BLOW -OFF AS Y 1
PAD = 398.0
I I i I P R C.O.R. STD. DTL. 8095
I 1 I PAD = 396.0 1 1 1 I ,S E CONNECTION DETAIL 1,1 SEE C33B I
fi I� \`
z�
► Toe - 40,- Al k Q uv w� -�► j „ j14�4
rl NOTE =
* LOTS 24-29 AND LOTS 32-34 REQUIRE
BACKWATER VALVES INSTALLED ON THE SIDE
SEWER,
20 0 10 20 40
GRAPHIC SCALE
SCALE: 1" - 20
KEY MAP
ic"Im ev/LT"
n
42
uj
43
44
Ila
45
46
�
41
31
VL.N
JC./iLG 1 = LVV
-.?? *e�
VERTICAL DATUM
CITY OF REN TON, NA VD 88 CONTOUR INTERVAL = 2'
BENCHMARK
BASE:
KING COUNTY POINT # RENT1852:
FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET
INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE
NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M.
ELEVATION= 454.78 FEET.
SITE
SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE.
ELEVATION= 407.96 FEET,
BASIS OF BEARING
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS)
LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A
CONVERGENCE ANGLE OF 00 58'30.28" COUNTERCLOCKWISE WAS
APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC,
AT THE STREET INTERSECTION OF NE 4TH ST, AND 148TH AVE. SE,
MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH,
RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN
DATUM OF 198311991 (NAD 83/91) GRID COORDINATES WERE FOUND TO
BE 180903.998 / 1316622,321 AT THAT POINT. THE INVERSE OF BOTH
THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID
SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID
COORDINATES FOR SHOWN GROUND DISTANCES.
NOTE:
ALL WATER METER'S TO BE 1"
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
Date BY:
Date 0�
BY:
Ua-.r' WrVu1✓ D ate 61?A % 0
11
0
EXPIRES: MAY 6, 2007
LO
U) 0000
Llj 0)
> T
0000
O
00
0000
0
Q L
zZWc�v
,1
w
-
--I Z ,-,
LO
c�vPZ
,-,
LO
m
W
00TOWTN<
NW
Q
u
�.
U
to
�T� Q
a�
bb
U
r�
Q
3
Z
L O
OW
Q N
m
Y..II 1
N
rn N
V ♦ 04
N
X
P.
1 0
0
Z J000
D W J 00N
W N
Q L0
fr -11
�=W-
rbJw
W itmNQo
Corr:°��CoCL
p
PROJECT NO.: 02054
DRAWN BY: JGC
ISSUE DATE: 03-07-05
SHEET REV.: 06-13-05
N.E. 2ND LN
STA. 9+92.81 TO
STA. 13+30.00
SANITARY SEWER
AND WATER
PLAN AND
PROFILE
02054SW01-C23
2 3
-'524b OA
° `? W-3214b0C(xA,
--c-ANAWL61 WIT to NMI
l*