HomeMy WebLinkAboutS-324606REVISIONS
P
O
�r
CO= J
CSI Q z
•i z -
II u W�s 1
w O
W � �
= W
J
L
•�% O
U
00
M
40vp "
V►
w
�E
N
U
+�
•
A
o
Z
z
z
z
Z
M
a
W
M
31
W
LX
010
0
W
�E
:2%-
Z
N _I
(%1
0
«.�
T -F-
c� a:
a-
"E
J
�Z
�Q
a,
c o,
Oa
�• Z
Q
a:
0
O CL
-1 01
J QD N
N
(S Q �
0 3
c� Iq
J
��y
�_j
° Z
W W
cc
Q
W
ZZO:
Li
R
W
W
IL 3
a
U) U)
_j
W�Q
Q
(�
U z
N
N
Q�
P
O
�r
CO= J
CSI Q z
•i z -
II u W�s 1
w O
W � �
= W
J
L
•�% O
U
a4-
4L) 0
LL Z
40vp "
V►
w
�E
00
0
•
A
o
Z
�a
-- W
a
U oc
a
31
0
010
0
J
�E
:2%-
O
n)
(%1
m'E
V
W
"E
J
�c
o
a,
c o,
o
U �O
W
P
O
�r
CO= J
CSI Q z
•i z -
II u W�s 1
w O
W � �
= W
J
W
O
z
Q Z
20
Wz
o IX o
Z W Is. V1
NO 5 LLJ
J
V H V
Q W
W cn 0.
N 0
LLI
V)
ass
W W
Ir (L
mmarli
0
SEC. 15, TWPe 23 N., RNG. 5 E., W.M.
1 I I I I I I __ I I
1 I I I i I �1 � I I �
I I 59 I $
1 I I PAD = 403.0 I
I
PAD= 402.0 - .J__. -- - - -
-- - - - - - - - -
-�
I 1 " WA TER ME TER I I -
1 6 " PVC I I °
I I I (T1'P. SEE NOTE) I I -
1 I I I I
S=0.0200 i
1 62 1 1 61 Llu1"._(TYP.) - - - - - - - - - - L - i 00 -----------------
1 PAD 40Q.5 1 PAD = 401.5 I
STA. 33+91.68, 12.00' R �� p -m6 I I
1 - -- _ e, -- N 0 A 1
IELr fFLj - -
1 I I I 1 1 1 -8" GATE VALVE (MJxFL) ( - I 7 I
I a, ° = 1
1 I I 1 1 I (
1-8" ADAPTOR (MJxFL) PAD 404.0
1 INV. = I I INV. = 1 -6" GATE VALVE (FLxMJ)
1 394.5 I I 395.5 dp 38LF 6" D.I.P.
1 ( I PAD =1 403.0 1 -5 1/4" MVD F.H. ASS'Y • 00 -- ,�- - - - -- - - - - - - - - - - -i
1 1 W/COvC. BLKG I L.
`ST�33f37.38; 5�t7 L� • ----------------
1 I I 1 SSMH No. 9
� - - - � ( � - - - - -�I �1_ - - -RIM = 402.06
N - ' I I
- IE- 8" i0o 77 -5 3R. U;f
1 IE 6 (IN) E --394.14 6
LOT 40
W PAD = 405.0 1
W I ' I
oX " ANAC PL N.E. I I 5
131LF. 8 PVC I o - J----------- - - - --f
uJ r
.0 +w S=40314 � - - N +00 - + 9 212 LF 8" PVC .�
mom
1 ox ox 1 S_0.0050 ----- - - - - -- ,
I I II
Z
:3 ° 353LF 8" D.I.P. N 50LF 8i O. P H I I
- ca
• I 1 PAD = 405.5
V Go 1 , S T 21 + 00.28, 12.00' L
1 1- TEE (MJxFLxMJ) I
W ONC. BLKG.
. I 3- " GATE VALVES (MJxFL) I
l.. I J_ I J... t s _�_----------- - - - --1
nI -- -- - - --
1 I I I IN = I I I INV. - I 1 "� - � �''� I°-- -----±-----------
I I I I I 6 PVC
V.
1 I
1 I I 396.0 1 1 397.0 1 1 S = 0.0200 1 I STA. 35 +51.6±, 1.0± LI
e
1 I 1" WATER METER I I I I MIN. (TYP,) SS CLEANOUT I
1 I I (T YP. SEE NOTE) I I I I I T • I RIM "� 411.3± I i
1 I I I I I I I+ I I I I I IE 8= 395.20 1 !
1498 1 39 I 40 1 1 41 1 + 4 I
1 PALS =I I PAD = 402.0 ( I I PAD = 403.0 1 I bAD = 405. Q / I I PAD = 406.0 1
1 401.01 1 I I I I I
SCALE HORIZONTAL 1' = 20
VERTICAL 1' = 5'
415 FILL AND COMPACT ROADWAY -
415 PROJECT 415
PRISM TO FINISHED GRADE
BEFORE EXCAVATION FOR
ELMHURST
INSTALLATION OF WATER LINE
STA. 33 +91.68, 12.00' R 4i R -O -W
1 -8 "x6" TEE (FL) Z N
410 N .1- 8 �" GATE VALVE (MJxFL) ? LOT 6 4�
V 1 -8 ADAPTOR (MJxFL) z �
1 -6" GATE VALVE (FLxMJ) N 4 2 00 v
38LF 6 D.I.P. It Q: Lu 0 Z
w FINISHED 1 -5 1/4" MVD F.H. ASS'Y �"� 4j (n C%4
N
405 GRADE W /GONG. BLKG w �/�
EXISTING `t V z 405
GRADE II
w -- - ----__ - -- - -- - - - - - - - - - - -- - - - - - - - - - - - - - -
JI
12" STORM 50LF 8" D.I.P.
�- f" - 36 " MIN.
4W t COVER 4UO
6 CLEAR
(MIN.) 353LF 8" D.f.P. t JI
Z
6 " CLEAR
�„� L� (MIN.) 126 LF 8" PVC S=0.0050
395 Q 395
g" PVC Sa0.03 4
131LF STA. 21 +00.28, 12.00' L
1 -8" TEE (FL)
STA. 33+37.38, 5.00 L W/CONC. BLKG.
2 SSMH No. 9 3 -8" GATE VALVES (MJxFL)
OD Z N -,. RIM "� 402.06 STA. 20 +87.61 5.00' R
z + IE 8," (OUT) S = 394.04 ♦�
+ IE 6 (IN) E =394.14 EXISTING SSMH #7
o LOT 40 CENTERLINE ELEVATION
RIM - 403.86 STA. 35 +51.6±, 1.0'± L
M
ON P) N ? 11 :. IE 8" (IN) E = 394.56 SS CLEANOUT
p . 0$ PROPOSED FINISHED IE 8 (IN) N = 394.56 RIM = 411.3±
cn ? II.�. V �' 4 CENTERLINE ELEVATION _ :
N 2 n: IE 8 (OUT) W- 394.46 IE 8 (OUT) S 395.20
000 'a 00 W) op lip
8$ 80 SO °o 04 0 0 0 0 O
a •r v� �� V
32 +80 33 +20 33 +60 34+00 34 +40 34 +80 35 +20
r
ROLL 2 0 0
:z
20 0 10 20 40
GRAPHIC SCALE
SCALE : 1' = 20
I
9
1.
KEY MAP
VERTrCAL DATUM
42
J
U
0
V
�■�I
w
taU
s~ 0
Q
45
•
A
o
46
47
0
W
31
0
010
0
J
Y
O
(%1
Q
V
W
cc
a
J
o
Z
o
U �O
W
-1 01
J QD N
(S Q �
0 3
c� Iq
�_j
° Z
W W
cc
a
..
p mcQO
It
Li
w
w
o-
-i
_j
_j
Q
O
N
N
w
~
I
I
I
Q
0
U
00
U
in
U
0
r
0
0
0
m
>
>
W
O
z
Q Z
20
Wz
o IX o
Z W Is. V1
NO 5 LLJ
J
V H V
Q W
W cn 0.
N 0
LLI
V)
ass
W W
Ir (L
mmarli
0
SEC. 15, TWPe 23 N., RNG. 5 E., W.M.
1 I I I I I I __ I I
1 I I I i I �1 � I I �
I I 59 I $
1 I I PAD = 403.0 I
I
PAD= 402.0 - .J__. -- - - -
-- - - - - - - - -
-�
I 1 " WA TER ME TER I I -
1 6 " PVC I I °
I I I (T1'P. SEE NOTE) I I -
1 I I I I
S=0.0200 i
1 62 1 1 61 Llu1"._(TYP.) - - - - - - - - - - L - i 00 -----------------
1 PAD 40Q.5 1 PAD = 401.5 I
STA. 33+91.68, 12.00' R �� p -m6 I I
1 - -- _ e, -- N 0 A 1
IELr fFLj - -
1 I I I 1 1 1 -8" GATE VALVE (MJxFL) ( - I 7 I
I a, ° = 1
1 I I 1 1 I (
1-8" ADAPTOR (MJxFL) PAD 404.0
1 INV. = I I INV. = 1 -6" GATE VALVE (FLxMJ)
1 394.5 I I 395.5 dp 38LF 6" D.I.P.
1 ( I PAD =1 403.0 1 -5 1/4" MVD F.H. ASS'Y • 00 -- ,�- - - - -- - - - - - - - - - - -i
1 1 W/COvC. BLKG I L.
`ST�33f37.38; 5�t7 L� • ----------------
1 I I 1 SSMH No. 9
� - - - � ( � - - - - -�I �1_ - - -RIM = 402.06
N - ' I I
- IE- 8" i0o 77 -5 3R. U;f
1 IE 6 (IN) E --394.14 6
LOT 40
W PAD = 405.0 1
W I ' I
oX " ANAC PL N.E. I I 5
131LF. 8 PVC I o - J----------- - - - --f
uJ r
.0 +w S=40314 � - - N +00 - + 9 212 LF 8" PVC .�
mom
1 ox ox 1 S_0.0050 ----- - - - - -- ,
I I II
Z
:3 ° 353LF 8" D.I.P. N 50LF 8i O. P H I I
- ca
• I 1 PAD = 405.5
V Go 1 , S T 21 + 00.28, 12.00' L
1 1- TEE (MJxFLxMJ) I
W ONC. BLKG.
. I 3- " GATE VALVES (MJxFL) I
l.. I J_ I J... t s _�_----------- - - - --1
nI -- -- - - --
1 I I I IN = I I I INV. - I 1 "� - � �''� I°-- -----±-----------
I I I I I 6 PVC
V.
1 I
1 I I 396.0 1 1 397.0 1 1 S = 0.0200 1 I STA. 35 +51.6±, 1.0± LI
e
1 I 1" WATER METER I I I I MIN. (TYP,) SS CLEANOUT I
1 I I (T YP. SEE NOTE) I I I I I T • I RIM "� 411.3± I i
1 I I I I I I I+ I I I I I IE 8= 395.20 1 !
1498 1 39 I 40 1 1 41 1 + 4 I
1 PALS =I I PAD = 402.0 ( I I PAD = 403.0 1 I bAD = 405. Q / I I PAD = 406.0 1
1 401.01 1 I I I I I
SCALE HORIZONTAL 1' = 20
VERTICAL 1' = 5'
415 FILL AND COMPACT ROADWAY -
415 PROJECT 415
PRISM TO FINISHED GRADE
BEFORE EXCAVATION FOR
ELMHURST
INSTALLATION OF WATER LINE
STA. 33 +91.68, 12.00' R 4i R -O -W
1 -8 "x6" TEE (FL) Z N
410 N .1- 8 �" GATE VALVE (MJxFL) ? LOT 6 4�
V 1 -8 ADAPTOR (MJxFL) z �
1 -6" GATE VALVE (FLxMJ) N 4 2 00 v
38LF 6 D.I.P. It Q: Lu 0 Z
w FINISHED 1 -5 1/4" MVD F.H. ASS'Y �"� 4j (n C%4
N
405 GRADE W /GONG. BLKG w �/�
EXISTING `t V z 405
GRADE II
w -- - ----__ - -- - -- - - - - - - - - - - -- - - - - - - - - - - - - - -
JI
12" STORM 50LF 8" D.I.P.
�- f" - 36 " MIN.
4W t COVER 4UO
6 CLEAR
(MIN.) 353LF 8" D.f.P. t JI
Z
6 " CLEAR
�„� L� (MIN.) 126 LF 8" PVC S=0.0050
395 Q 395
g" PVC Sa0.03 4
131LF STA. 21 +00.28, 12.00' L
1 -8" TEE (FL)
STA. 33+37.38, 5.00 L W/CONC. BLKG.
2 SSMH No. 9 3 -8" GATE VALVES (MJxFL)
OD Z N -,. RIM "� 402.06 STA. 20 +87.61 5.00' R
z + IE 8," (OUT) S = 394.04 ♦�
+ IE 6 (IN) E =394.14 EXISTING SSMH #7
o LOT 40 CENTERLINE ELEVATION
RIM - 403.86 STA. 35 +51.6±, 1.0'± L
M
ON P) N ? 11 :. IE 8" (IN) E = 394.56 SS CLEANOUT
p . 0$ PROPOSED FINISHED IE 8 (IN) N = 394.56 RIM = 411.3±
cn ? II.�. V �' 4 CENTERLINE ELEVATION _ :
N 2 n: IE 8 (OUT) W- 394.46 IE 8 (OUT) S 395.20
000 'a 00 W) op lip
8$ 80 SO °o 04 0 0 0 0 O
a •r v� �� V
32 +80 33 +20 33 +60 34+00 34 +40 34 +80 35 +20
r
ROLL 2 0 0
:z
20 0 10 20 40
GRAPHIC SCALE
SCALE : 1' = 20
I
9
1.
KEY MAP
VERTrCAL DATUM
42
Q
3
4
V
�■�I
44
taU
s~ 0
x
45
•
A
o
46
47
W
31
30
010
0
J
`
LN
0-N
04
Va
28
29
J
Q
IL
Z
CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2'
BENCHMARK
1
ri
1
BASE:
KING COUNTY POINT # RENT 1852:
FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE S TREE T
INTERSECTION OF NE 4 i'H STREET AND 148TH AVE. SE MARKING THE
NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M.
ELEVA770N= 454.78 FEET.
SI TE:
SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE.
ELEVATION= 40796 FEET.
BASIS OF BEARNG
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS)
LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A
CONVERGENCE ANGLE OF 00058'30.28" COON TERCL OCK WISE 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 83191) 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.
ALL WA T FR METER'S TO BE I"
FR��2'S7�
5lw 49 X/6o�
RECOMMENDED
FOR APPROVAL
fly:
BY:
% A.0/
O
2
J A '-*V
1
EXPIRES MAY 6, 2007
(do
00
'0) r o
r 00
Q Q ao 00 0
00 00 .. V
ZZ to oF_
zpWN N (n Z
J
o ~Zu�..�mW
aOZoNxNWU
�tir(L Qi��a-
5
rPROJECTNO: O20S4
DRAWN BY; Jac
ISSUE DATE: 03-07
SHEET REV.: 00 -08-05
ANAOORTES PL N.E.
STA. 32 +50.00 TO
STA. 34 +28.99
SANiTAFnr
AND WATER
FLAN AND
C28
sp
•
I
4
Q
3
Z
V
�■�I
0
taU
s~ 0
x
• �■■�
•
A
o
U
b4
W
w •�
010
0
J
> cl
W
0-N
04
Va
rPROJECTNO: O20S4
DRAWN BY; Jac
ISSUE DATE: 03-07
SHEET REV.: 00 -08-05
ANAOORTES PL N.E.
STA. 32 +50.00 TO
STA. 34 +28.99
SANiTAFnr
AND WATER
FLAN AND
C28
sp
•
I
4
Q
3
Z
Z
0
0
N
4
010
0
c\j
N
W
0-N
04
J
Q
IL
Z
o
U �O
W
-1 01
J QD N
(S Q �
0 3
c� Iq
�_j
° Z
W W
cc
..
p mcQO
It
LL _j c'b En CL
rPROJECTNO: O20S4
DRAWN BY; Jac
ISSUE DATE: 03-07
SHEET REV.: 00 -08-05
ANAOORTES PL N.E.
STA. 32 +50.00 TO
STA. 34 +28.99
SANiTAFnr
AND WATER
FLAN AND
C28
sp
•
I
4