HomeMy WebLinkAboutS-324602REVISIONS
a.
C)
A
OD
a
.g
Or
II U '•W6
2 Z
O z w4 V1
.� O
U
�
a�-
�o
LL Z
° ,..
0 0
Vi c
(�
Y
E
�--
3 v
Z
o
z
N
•
W
�
V
a
a
a
r
W
a (6W)
me
PVC
vE
J
w
J
Ix
a
Q
Z
O J
�-
2
0+-
U9 0
W
~
W
O o-
70
cd
2�Q
co
C(31
o6
-T
Z
0 Q
D
f- J
OCL
o�
VEFMAL 1, : S'
1 w
�O W
O
i^
v40
Date
J�
Q
Q�
to
M
W
IR
z
W
w I=
ZW
'
Q
-L W
17
�Qcr
W
e �
4.3
= Z
3Q
�!
l8
61
a.
C)
A
OD
a
.g
Or
II U '•W6
2 Z
O z w4 V1
.� O
U
�
a�-
�o
LL Z
° ,..
0 0
Vi c
(�
Y
E
�--
3 v
Z
UQ
w
- W
�W
U Cc
as
(LOT
19)
a (6W)
me
PVC
vE
J
w
J
Ix
a
Q
O
mE
2
�E
N
W
~
'E
15
cd
cn
I
�
0
C(31
o6
a.
C)
A
OD
a
.g
Or
II U '•W6
2 Z
O z w4 V1
W
U
O
w O
O w
p 0�
V
W
a
W
s
W
ir
SEC.9 23 TWP. N., RNG9 5 E., W M.
Now
54 / / / PAD = 396.0/ / / \ \ ♦
PAD = / / /STA . 16 +,J 7.35, 8.88' R /J)
397.4 / 1- 8;;x6" TEE (FL) 182LF/ 1 -8 ATE VALVE (FLx 8" 1. P. / 1 -8" ADAP TOR (FLxMJ 1- GATE VALVE (F M 1 F6 "D.I.P. 52 1 1 1 \ \ \ \
/ -5 1/4" MVD F. H. 1 S$'Y �/ PAD = 395.5 1 1 `\ ` \ \ \ 49 ♦,
/ / W/CONC. BLKG / 1 1 \ \ \ \ PAD = 395.5
ST 16 +41.44, 7.75' L \ \ \ \
/
S.;& No. 4 / / STA. 14+64.38, 11.00 L 1 51 \ � \ , 1 ♦1-9�
�/ / SSMH No. 3 \ \ \ \ 69LF 8 O.I.P.
RIM 395.10 - / 1 1 PAD = 395.5 \ \ PAD = 395.5 \ 1 \,� 7 i
/ 8" OUT SE = 387 60 RIM = 393.55 1
IE 8' N ) - 387.1 / / IE 8" (OUT) SE = 385.45 1 1 1 \ \ \ STA. 14 +24.05 -8 20' R Ica
( `� / IE 8 IN NW = 385.45 1 1 \
• �'�' ` IE 6 (IN) W = 3 . / / ( ) 1 1 \ \ \ 1- BLOW ,Q&
_ /�- INV. _ \ 1✓ � i
_ l INV. _ \ \ \ l!' \ i
/, _ f . INV = / -1_-_. WA TER ME TER 1 \ \ 389.5 \, , , ` '
`V �''r T ° 389.5 ( T YP``-SEE`N0TE) 1 INV. = \
�(/ I M 390.0 1-- .� ° \P' ♦`
CO 1 4 � y - _ -� 1 1/ 389.5 \ y1 �..
.� -pV4C
Ail
a�l� S--0.0200 , - _ -- --.� ♦��
(j f. N , o MIN. (TYP.) -- ' 1► P► ii �♦
6 PVC
s .0200 - D, /, io
Q D } MIN.
23 %�♦
IN 14 10 D
15,1600 07L
PAD T� _ ♦♦
396 f) / /� _ �814F 8„ •�
VC
/ / / _ -
/ 389.5 / _ , ?�. ;••
/
STA." 13 +35.49, 8.81 R
1-8 22 112' KENO (MJ)
INV. _ / �►. - - r - c: T . �_
S TA. , 16+02.44, / / / �/ ° -- : 2-+= �- W /CONC. BLKG.
389.0
7.87 R / / // / /�--- - I STA., 13+61.61, 11.00' L
BEGIN CURVE / / / / /INV. - �� 1 SSMH '\.,No. ' 2
/ 389.0 `RIM = 3 48
1 _ STA. 14+ 12.82,
0 / / / 22 " 8.96 R 8" 0 T E = 384.81
/ / 20 / / l / 1 t -1 -8 22 1l2' BEND (MJ) . � " (
/ / PAD = 395.5 / / 1 WATER METER / / PAD = 395.0 / W /CONC. BLKG. , IF 8 (IN) IOW = 384.91 f
/ (TYP. SEE NOTE) / r --STA. 15+17.96, 7.87' R
2' l / l END CURVE _ STA. 14 +33.76, 8.71' R ;.
/ / PAD = 395.0 / / I f �`- ` V-RVE
- ;, ti.
.% . _ _ / , I TRACT A
410
�7
400U
:3
390
385
ai
IC0,01%
W 27 iv 04 , w woo toj p
182LF 8" D.I.P.
STA. 16 +37.35, 8.88' R
1 -8 "x6" TEE (FL)
1 -8" GATE VALVE (FLxMJ)
1 -8" ADAPTOR (FLxMJ)
1-6" GATE VALVE (FLxMJ)
16LF 6" D.I.P.
1 -5 114" MVD F.H. ASS'Y
W/CONC. BLKG
L-
FILL AND COMPACT ROADWAY
PRISM TO FINISHED GRADE
0) ? STA. 16 +02.44, STA. 15 +17.96, BEFORE EXCAVATION FOR -CC ago 0 7.87 R EXISTING 7.87 R INSTALLATION OF WATER LINE
+ BEGIN CURVE GRADE END CURVE
® (6 N S +33.76,
0 6" CLEAR FINISHED 8.71' R
(MIN) GRADE BEGIN CURVE
--
I 1 36 " MIN
COVER
STA.
J
J
U
�
�
a
C�
No. 4
_z
Q O
�W-)�
RIM =
395.10
(�
Y
0
W
O
(OU T) SE
= 38 7. 00
IE 8"
(IN) N =
387.10
IE 6"
1
387.10
(LOT
19)
a (6W)
157LF 8"
PVC
V)
J
w
J
Ix
a
Q
O
3
2
1
N
W
~
w .5
15
cd
O
U 00o
I
�
0
o
-T
T
0
2 _
a Q�
0 3
ar v
m
W
U
O
w O
O w
p 0�
V
W
a
W
s
W
ir
SEC.9 23 TWP. N., RNG9 5 E., W M.
Now
54 / / / PAD = 396.0/ / / \ \ ♦
PAD = / / /STA . 16 +,J 7.35, 8.88' R /J)
397.4 / 1- 8;;x6" TEE (FL) 182LF/ 1 -8 ATE VALVE (FLx 8" 1. P. / 1 -8" ADAP TOR (FLxMJ 1- GATE VALVE (F M 1 F6 "D.I.P. 52 1 1 1 \ \ \ \
/ -5 1/4" MVD F. H. 1 S$'Y �/ PAD = 395.5 1 1 `\ ` \ \ \ 49 ♦,
/ / W/CONC. BLKG / 1 1 \ \ \ \ PAD = 395.5
ST 16 +41.44, 7.75' L \ \ \ \
/
S.;& No. 4 / / STA. 14+64.38, 11.00 L 1 51 \ � \ , 1 ♦1-9�
�/ / SSMH No. 3 \ \ \ \ 69LF 8 O.I.P.
RIM 395.10 - / 1 1 PAD = 395.5 \ \ PAD = 395.5 \ 1 \,� 7 i
/ 8" OUT SE = 387 60 RIM = 393.55 1
IE 8' N ) - 387.1 / / IE 8" (OUT) SE = 385.45 1 1 1 \ \ \ STA. 14 +24.05 -8 20' R Ica
( `� / IE 8 IN NW = 385.45 1 1 \
• �'�' ` IE 6 (IN) W = 3 . / / ( ) 1 1 \ \ \ 1- BLOW ,Q&
_ /�- INV. _ \ 1✓ � i
_ l INV. _ \ \ \ l!' \ i
/, _ f . INV = / -1_-_. WA TER ME TER 1 \ \ 389.5 \, , , ` '
`V �''r T ° 389.5 ( T YP``-SEE`N0TE) 1 INV. = \
�(/ I M 390.0 1-- .� ° \P' ♦`
CO 1 4 � y - _ -� 1 1/ 389.5 \ y1 �..
.� -pV4C
Ail
a�l� S--0.0200 , - _ -- --.� ♦��
(j f. N , o MIN. (TYP.) -- ' 1► P► ii �♦
6 PVC
s .0200 - D, /, io
Q D } MIN.
23 %�♦
IN 14 10 D
15,1600 07L
PAD T� _ ♦♦
396 f) / /� _ �814F 8„ •�
VC
/ / / _ -
/ 389.5 / _ , ?�. ;••
/
STA." 13 +35.49, 8.81 R
1-8 22 112' KENO (MJ)
INV. _ / �►. - - r - c: T . �_
S TA. , 16+02.44, / / / �/ ° -- : 2-+= �- W /CONC. BLKG.
389.0
7.87 R / / // / /�--- - I STA., 13+61.61, 11.00' L
BEGIN CURVE / / / / /INV. - �� 1 SSMH '\.,No. ' 2
/ 389.0 `RIM = 3 48
1 _ STA. 14+ 12.82,
0 / / / 22 " 8.96 R 8" 0 T E = 384.81
/ / 20 / / l / 1 t -1 -8 22 1l2' BEND (MJ) . � " (
/ / PAD = 395.5 / / 1 WATER METER / / PAD = 395.0 / W /CONC. BLKG. , IF 8 (IN) IOW = 384.91 f
/ (TYP. SEE NOTE) / r --STA. 15+17.96, 7.87' R
2' l / l END CURVE _ STA. 14 +33.76, 8.71' R ;.
/ / PAD = 395.0 / / I f �`- ` V-RVE
- ;, ti.
.% . _ _ / , I TRACT A
410
�7
400U
:3
390
385
ai
IC0,01%
W 27 iv 04 , w woo toj p
182LF 8" D.I.P.
STA. 16 +37.35, 8.88' R
1 -8 "x6" TEE (FL)
1 -8" GATE VALVE (FLxMJ)
1 -8" ADAPTOR (FLxMJ)
1-6" GATE VALVE (FLxMJ)
16LF 6" D.I.P.
1 -5 114" MVD F.H. ASS'Y
W/CONC. BLKG
L-
FILL AND COMPACT ROADWAY
PRISM TO FINISHED GRADE
0) ? STA. 16 +02.44, STA. 15 +17.96, BEFORE EXCAVATION FOR -CC ago 0 7.87 R EXISTING 7.87 R INSTALLATION OF WATER LINE
+ BEGIN CURVE GRADE END CURVE
® (6 N S +33.76,
0 6" CLEAR FINISHED 8.71' R
(MIN) GRADE BEGIN CURVE
--
I 1 36 " MIN
COVER
STA.
16+41.44,
7.75 L N
SSMH
No. 4
_z
Q O
�W-)�
RIM =
395.10
®(N
IE 8"
(OU T) SE
= 38 7. 00
IE 8"
(IN) N =
387.10
IE 6"
(IN) W =
387.10
(LOT
19)
a (6W)
157LF 8"
PVC
V)
S =0.0181
IE 8
O
aD 01 of
M � M
STA. 14 +24.05, 8.20' R 69LF 8" D.I.P.
1 -2" BLOW -OFF
STA. 13 +35.49, 8.81' R
1-8' 22 112- BEND (MJ)
-W/CONC. BLKG.
STA. 14+12.82, 6.96' R
1-8" 22 112* BEND (MJ)
WI ONC. BLKG. _
r
219LF
,,.. ,.:
181 LF 8" PVC S= 0.0080 �~
z
+
2
v-
0�
+
_z
Q O
�W-)�
O
•-
®(N
ANN
w
�►`�O
N�Z
,-� W
mV
V)
? II :.
? II:
2
+
Q
ao N
a (6W)
M
9
V)
2 II
IE 8
O
3
2
1
M
STA. 14 +24.05, 8.20' R 69LF 8" D.I.P.
1 -2" BLOW -OFF
STA. 13 +35.49, 8.81' R
1-8' 22 112- BEND (MJ)
-W/CONC. BLKG.
STA. 14+12.82, 6.96' R
1-8" 22 112* BEND (MJ)
WI ONC. BLKG. _
r
219LF
,,.. ,.:
181 LF 8" PVC S= 0.0080 �~
00 •er
M M
15f60
z
+
2
v-
SSMH
Q
O
®00 ti
++
ANN
w
y�0
N�Z
,-� W
mV
®�N
cn
? II:
PROPOSED FINISHED
O
CEN TERLINE ELEVA TION
ao N
e to
M
9
M
00 •er
M M
15f60
15+20
mftmm----� -1111 -
6" CLEAR
108LF 8" PVC S= 0.0050 �uiiu
74LF 8" D.I.P.
Li
77LF 8" PVC
S= 0.0050
z
STA.
14 +64.38, 11.00' L
SSMH
No. 3
RIM =
393.55
IE 8"
(OU T) SE = 385.45
IE 8"
(IN) NW = 385.55
N�Z
,-� W
mV
EXISTING
SSMH
CENTERLINE ELEVATION
PROPOSED FINISHED
14
CEN TERLINE ELEVA TION
ao N
e to
M
9
M
M
15+20
mftmm----� -1111 -
6" CLEAR
108LF 8" PVC S= 0.0050 �uiiu
74LF 8" D.I.P.
Li
77LF 8" PVC
S= 0.0050
14+40
ROLL200
pfi60
O
M �
U�
0
20 0 10 20 40
GRAPHIC SCALE
SCALE: 1' = 20
z
li
li
I
I
(n 0
.�
0
.-
Q o0
'Q co
STA.
13 +61.61, 11.00 L
'
.,
I
to W 0
p
N�Z
,-� W
mV
Wt --
SSMH
No. 2
i
14
00 �--
+ r-• o
o awi `n
RIM = 394.48
IE 8" OUT E 384.81
10
9
8 7
Q n p
IE 8
(IN) NW = 384.91
3
2
1
v~i ? u
W
w .5
15
cd
O
U 00o
SCALE
HOWCWAL
1' : 20
T
0
2 _
a Q�
0 3
ar v
VEFMAL 1, : S'
1 w
�O W
N
i^
v40
Date
57
M
000$
M
M
M
'
1w) twi
17
14+40
ROLL200
pfi60
O
M �
U�
0
20 0 10 20 40
GRAPHIC SCALE
SCALE: 1' = 20
1
ri
M
3 4�
VERTICAL DATUM t w
CITY OF RENTON, NAVE) 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.
BASS OF BEARIW
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 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.
FRA 02��3
ALL WA TER METER'S TO BE I"
RECOMMENDED
POP, APPROVAL
BY.
BY:
G A•�l
c�
0
*� � N
=XPIRESMAY 6,
li
li
I
I
1
ri
M
3 4�
VERTICAL DATUM t w
CITY OF RENTON, NAVE) 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.
BASS OF BEARIW
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 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.
FRA 02��3
ALL WA TER METER'S TO BE I"
RECOMMENDED
POP, APPROVAL
BY.
BY:
G A•�l
c�
0
*� � N
=XPIRESMAY 6,
2007
Ste, to
(n 0
.�
0
.-
Q o0
'Q co
O
0 0
ao 0
Q I
z to
?
.,
I
to W 0
w
.J 0 Z..-, „
N�Z
,-� W
mV
oz0Lp
� W Q
v- qq
qq CE a.... u-
i
14
13
12
11
10
9
8 7
6
5
4
3
2
1
lrO`/
• 0 �/
W
w .5
15
cd
O
U 00o
ua
-1 of
•� 0) N
T
0
2 _
a Q�
0 3
ar v
.�
1 w
�O W
CF
rr w w QO
0 mNWI
ri
'+
16 56
57
58
9 60
4l
42
'
17
40
4.3
,
�!
l8
61
39
44
! 19 54
62
36
45
53
63
37
46
21 5�2
64
36
47
22 51
49
34 33
32
31
30
!'
I i,
y I 1C A i
-
R
�\,C24
Nwe .' _ ._._
23
24 25 26
27
28
\ \
29
KEY MAP
1
ri
M
3 4�
VERTICAL DATUM t w
CITY OF RENTON, NAVE) 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.
BASS OF BEARIW
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 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.
FRA 02��3
ALL WA TER METER'S TO BE I"
RECOMMENDED
POP, APPROVAL
BY.
BY:
G A•�l
c�
0
*� � N
=XPIRESMAY 6,
2007
Ste, to
(n 0
.�
0
.-
Q o0
'Q co
O
0 0
ao 0
Q I
z to
?
.,
I
to W 0
w
.J 0 Z..-, „
N�Z
,-� W
mV
oz0Lp
� W Q
v- qq
qq CE a.... u-
..� a-
u
tQ
r..'
I
N
DN
rA
V
• wo • Poo
•
rA
.,
lrO`/
• 0 �/
W
w .5
Z
cd
O
U 00o
ua
PROJECT NO.: 02054
DRAWN BY: j(1C
ISSUE DATE: 03-07 -05
SHEET REV.: 06 -13 -05
PL N.E.
STA. 13 +30.00 TO
STA. 16 +50.00
SAWA Y SEWSR
AND WATER
SAD
PAOP�E
C24
• rr
J
tq
r
Q
3
Z
Z
0
0
Cn
Q
N
I
N
DN
V)
L0 cy
�
a
�
Z
O
U 00o
W
-1 of
•� 0) N
T
0
2 _
a Q�
0 3
ar v
1 w
�O W
W W
rr w w QO
0 mNWI
R
LL JOfU)n.
PROJECT NO.: 02054
DRAWN BY: j(1C
ISSUE DATE: 03-07 -05
SHEET REV.: 06 -13 -05
PL N.E.
STA. 13 +30.00 TO
STA. 16 +50.00
SAWA Y SEWSR
AND WATER
SAD
PAOP�E
C24
• rr
J
tq
r