HomeMy WebLinkAboutS-324608REVISIONS
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SEC. 15, TWPm, 23 N., RNGa 5 E., W.M.
- - - - -- ---� I Al I
p I
1 I I I I I I
1 I I I 2 I
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1 1 1 1 I I PAD = 408.0 I
1 20 0 10 20 40
1 I I I U I I I
o J �
1 42 p0
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PAD = I PAD = 407.1 -2 �,, v GRAPHIC SCALE
1 407.01 I I � I _ -- -- --
p '
1 11 1 WA IR ME R p uj '~ WA • 1 w 20
(TYP. E NO )
1 I I I I I
1 I I � I •^' � I I �
1 I I INV.
INV. I = -
1
1 I I I ( PAD -- 409.0
401 5 403.0
J ` ► l r { �1 i %
I I I
WATERMAIN SHALL BE EXTENDED
- - - - - - STA. 23 +44.40, 10.00' L
AND CONNECTED TO EXISTING
/ p 28LF 8" D.I.P. 1 -8" 45' BEND (MJ) 8 WATER IN BREMERTON AVE. N.E. --�
f 114 FEET NORTH OF PLAT BOUNDARY
- - - - W /GONG. BLKG _ BEFORE RECORDING OF ELMHURST PLAT.
O
w p p I = O
1 , ' 7 78LF 8" 0.1. P. 99LF 8" D. 1. P.
w 1 BREME ON AVE. N.E. J
1 208 F 8" PVC 22+00 " p ?J +oo F%' 7 .00 { vti . -'h ? 251
w _
c -
1 ----x x 98LF 8" D.►.P. -
1 6., PVC {
' j STA. 22 +86.99, CENTERLINE
1
S=0.0200 SS CLEANOU T
1 MIN. (TYP.) RIM = 409.23 I
1U 1 IE 8" (OUT) S = 400.91
-
1 STA. 22 +21.57, CENTERLINE STA. 22 +45.76, 10.00' L STA. �� 23 +65.49, 11 00' R ti
SSMH No. 10 BREMERTON AVE. N.E. ,0 1 -8 45 BEND (M�)
RIM = 408.58 (STA. 23+14.32, 12.00' L W/CONC. BLKG
1
IE 8" (OUT) S = 400.48 N.E. 2ND CT)
1 IE 8" (IN) N = 400.58 1 -8" TEE (FL) STA. 23 81.00, 11.00' R 1 -8 "x8" VERTICAL CROSS (MJxFL) �k I
1 W /CONC. BLKG 1-1" AIR-VAC ASS'Y 1 -8" BLIND FLANGE
1 3 -8" GATE VALVE (FLxMJ) 1 -8" BLIND FLANGE W /2"
1 TAP AND PLUG
1 1 -2" TEMP BLOW -OFF ASS'Y
1 I PER C.O.R. STD. D TL. 8095
SEE CONNECTION DETAIL 2, SHEET C338 I
I FIELD VERIFY DEPTH OF EX. MAIN 9 I
CONTRACTOR TO RELOCATE FUE VUE METER
AND METER TO ADJACENT NOR THERL Y
PROPERTY TO BACK OF RIGHT-OF-WAY,
I COORDINATE WITH PROPERTY OWNERS.
I I
420
415
$4
400 0
t.
tu
LLj
Fft
3
SCALE HORIZONTAL I'm 20
TRACT BOUNDARY VEFWAL 1' = 5'
ELMHURST PRELIMINARY PLAT
4i (PROJECT) OF RIDGEVIEW COURT
z FILL AND COMPACT ROADWAY
STA. 22 +45.76, 10.00' L PRISM TO FINISHED GRADE
BREMER TON AVE. N.E. `n Q Z `r? BEFORE EXCAVATION FOR
STA. 23+14.32 12.00' L INSTALLATION OF WATER LINE
N.E. 2ND CT) I + ? v + o FINISHED STA. 23 +81.000 11,00' R
1 -8" TEE (FL) N W w (A N N EXISTING GRADE 1--1 " AIR- VAC ASS'Y
W /GONG. BLKG Q w z , ,� GRADE _ - -
3- 8 GATE VALVE (FLxMJ) ce U ?
.0�
" -_ - 30LF 8" D.LP.
- - 36 MIN.
1 N V= 404.6
COVER 98LF 8" D.1. P. INV= 405.3 _
....99LF 8" D.LP.
178LF 8 D.1. P. ,
INV= 405.7
LJ IN V=406.0 INV= 406.0
INV= 406.1
66LF 8" PVC S =0.0050 STA. 23 +65.49, 11.00' R
" PVC S =0.0257 1 -8" 45' BEND (MJ) - f
208LF 8 STA, 22 +86.99, CENTERLINE W/CONC. BLKG.
SS CLEANOU T .r .:,.. ...... ,, .... . , Al ,_, ..�. ...
z RIM = 409.23 1 -8 "x8" VERTICAL CROSS (MJxFL) �k
STA. 22 +21.57, CENTERLINE -. PROPOSED STORM DRAIN 1 -8" BLIND FLANGE
Q oo SSMH No. 10 co IE 8 (OUT) S = 400.91 PIPE TO BE INSTALLED AT 1 -8" BLIND FLANGE W 12"
+ Z to N RIM = 408.58 a A LATER DATE MAINTAIN TAP AND PLUG
® of a IE 8" (OUT) S = 400.48 f- 6 CLEAR 1 -2" TEMP BLOW -OFF ASS'Y
c o IE 8" (IN) N = 400.58 z �� PER C.O.R. STD. DTL. 8095
in EXISTING SEE CONNECTION DETAIL 2, SHEET C33B
STA. 23 +44.40, 10.00 L FIELD VERIFY DEPTH OF EX. MAIN
CENTERLINE ELEVATION 1 -8" 45" BEND (MJ)
PROPOSED FINISHED W/CONC. BLKG.
CENTERLINE ELEVATION
o� wl ^ o� •- h ^ vs
00 00 00 00 00 00 008 00 �g Og Og �o �o 0o g Od
0+60
64
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23 +20
23+60
IR111D L L 20.0
24+00
24+40
2a +so
f - B``
KEY MAP
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M
31130
LI N
728291-•
MAO;
SCALE : I" = 200'
VERTICAL DATUM
CITY OF RENTON, NAVO 88 CONTOUR INTERVAL s 2'
1
h
M
BASE:
KING COUNTY POINT # RENT 1852:
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.
SI TE:
SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE.
ELEVATION= 407.96 FEET.
BAW 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 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.
420 W7F :
ALL WATER METER'S TO BE
415 THIS OFF -SITE WATERMAIN CONNECTION ASSUMES THAT RIDGEVIEW COURT
WATERMAIN IMPROVEMENTS WILL NOT OCCUR PRIOR TO ELMHURST FINAL
PLAT RECORDING. IF CONSTRUCTION DOCUMENTS FOR RIDGEWEW COURT
ARE AVAILABLE PRIOR TO INSTALLATION OF OFF -SITE WATERMAIN SHOWN,
DESIGN AND INSTALLATION OF OFF -SITE WATERMAIN SHALL BE PER THOSE
PLANS.
410
400
5- 32�Y�.oB
. F 25.9
RECOMMENDED
FOR APPROVAL
AY:
BY:
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EXPIRES MAY 6, 2007
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SEC. 15, TWPm, 23 N., RNGa 5 E., W.M.
- - - - -- ---� I Al I
p I
1 I I I I I I
1 I I I 2 I
p I
1 1 1 1 I I PAD = 408.0 I
1 20 0 10 20 40
1 I I I U I I I
o J �
1 42 p0
�
PAD = I PAD = 407.1 -2 �,, v GRAPHIC SCALE
1 407.01 I I � I _ -- -- --
p '
1 11 1 WA IR ME R p uj '~ WA • 1 w 20
(TYP. E NO )
1 I I I I I
1 I I � I •^' � I I �
1 I I INV.
INV. I = -
1
1 I I I ( PAD -- 409.0
401 5 403.0
J ` ► l r { �1 i %
I I I
WATERMAIN SHALL BE EXTENDED
- - - - - - STA. 23 +44.40, 10.00' L
AND CONNECTED TO EXISTING
/ p 28LF 8" D.I.P. 1 -8" 45' BEND (MJ) 8 WATER IN BREMERTON AVE. N.E. --�
f 114 FEET NORTH OF PLAT BOUNDARY
- - - - W /GONG. BLKG _ BEFORE RECORDING OF ELMHURST PLAT.
O
w p p I = O
1 , ' 7 78LF 8" 0.1. P. 99LF 8" D. 1. P.
w 1 BREME ON AVE. N.E. J
1 208 F 8" PVC 22+00 " p ?J +oo F%' 7 .00 { vti . -'h ? 251
w _
c -
1 ----x x 98LF 8" D.►.P. -
1 6., PVC {
' j STA. 22 +86.99, CENTERLINE
1
S=0.0200 SS CLEANOU T
1 MIN. (TYP.) RIM = 409.23 I
1U 1 IE 8" (OUT) S = 400.91
-
1 STA. 22 +21.57, CENTERLINE STA. 22 +45.76, 10.00' L STA. �� 23 +65.49, 11 00' R ti
SSMH No. 10 BREMERTON AVE. N.E. ,0 1 -8 45 BEND (M�)
RIM = 408.58 (STA. 23+14.32, 12.00' L W/CONC. BLKG
1
IE 8" (OUT) S = 400.48 N.E. 2ND CT)
1 IE 8" (IN) N = 400.58 1 -8" TEE (FL) STA. 23 81.00, 11.00' R 1 -8 "x8" VERTICAL CROSS (MJxFL) �k I
1 W /CONC. BLKG 1-1" AIR-VAC ASS'Y 1 -8" BLIND FLANGE
1 3 -8" GATE VALVE (FLxMJ) 1 -8" BLIND FLANGE W /2"
1 TAP AND PLUG
1 1 -2" TEMP BLOW -OFF ASS'Y
1 I PER C.O.R. STD. D TL. 8095
SEE CONNECTION DETAIL 2, SHEET C338 I
I FIELD VERIFY DEPTH OF EX. MAIN 9 I
CONTRACTOR TO RELOCATE FUE VUE METER
AND METER TO ADJACENT NOR THERL Y
PROPERTY TO BACK OF RIGHT-OF-WAY,
I COORDINATE WITH PROPERTY OWNERS.
I I
420
415
$4
400 0
t.
tu
LLj
Fft
3
SCALE HORIZONTAL I'm 20
TRACT BOUNDARY VEFWAL 1' = 5'
ELMHURST PRELIMINARY PLAT
4i (PROJECT) OF RIDGEVIEW COURT
z FILL AND COMPACT ROADWAY
STA. 22 +45.76, 10.00' L PRISM TO FINISHED GRADE
BREMER TON AVE. N.E. `n Q Z `r? BEFORE EXCAVATION FOR
STA. 23+14.32 12.00' L INSTALLATION OF WATER LINE
N.E. 2ND CT) I + ? v + o FINISHED STA. 23 +81.000 11,00' R
1 -8" TEE (FL) N W w (A N N EXISTING GRADE 1--1 " AIR- VAC ASS'Y
W /GONG. BLKG Q w z , ,� GRADE _ - -
3- 8 GATE VALVE (FLxMJ) ce U ?
.0�
" -_ - 30LF 8" D.LP.
- - 36 MIN.
1 N V= 404.6
COVER 98LF 8" D.1. P. INV= 405.3 _
....99LF 8" D.LP.
178LF 8 D.1. P. ,
INV= 405.7
LJ IN V=406.0 INV= 406.0
INV= 406.1
66LF 8" PVC S =0.0050 STA. 23 +65.49, 11.00' R
" PVC S =0.0257 1 -8" 45' BEND (MJ) - f
208LF 8 STA, 22 +86.99, CENTERLINE W/CONC. BLKG.
SS CLEANOU T .r .:,.. ...... ,, .... . , Al ,_, ..�. ...
z RIM = 409.23 1 -8 "x8" VERTICAL CROSS (MJxFL) �k
STA. 22 +21.57, CENTERLINE -. PROPOSED STORM DRAIN 1 -8" BLIND FLANGE
Q oo SSMH No. 10 co IE 8 (OUT) S = 400.91 PIPE TO BE INSTALLED AT 1 -8" BLIND FLANGE W 12"
+ Z to N RIM = 408.58 a A LATER DATE MAINTAIN TAP AND PLUG
® of a IE 8" (OUT) S = 400.48 f- 6 CLEAR 1 -2" TEMP BLOW -OFF ASS'Y
c o IE 8" (IN) N = 400.58 z �� PER C.O.R. STD. DTL. 8095
in EXISTING SEE CONNECTION DETAIL 2, SHEET C33B
STA. 23 +44.40, 10.00 L FIELD VERIFY DEPTH OF EX. MAIN
CENTERLINE ELEVATION 1 -8" 45" BEND (MJ)
PROPOSED FINISHED W/CONC. BLKG.
CENTERLINE ELEVATION
o� wl ^ o� •- h ^ vs
00 00 00 00 00 00 008 00 �g Og Og �o �o 0o g Od
0+60
64
22+W
rj
22+40
s2 +8o
23 +20
23+60
IR111D L L 20.0
24+00
24+40
2a +so
f - B``
KEY MAP
rmWim
M7
!ti
M
31130
LI N
728291-•
MAO;
SCALE : I" = 200'
VERTICAL DATUM
CITY OF RENTON, NAVO 88 CONTOUR INTERVAL s 2'
1
h
M
BASE:
KING COUNTY POINT # RENT 1852:
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.
SI TE:
SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE.
ELEVATION= 407.96 FEET.
BAW 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 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.
420 W7F :
ALL WATER METER'S TO BE
415 THIS OFF -SITE WATERMAIN CONNECTION ASSUMES THAT RIDGEVIEW COURT
WATERMAIN IMPROVEMENTS WILL NOT OCCUR PRIOR TO ELMHURST FINAL
PLAT RECORDING. IF CONSTRUCTION DOCUMENTS FOR RIDGEWEW COURT
ARE AVAILABLE PRIOR TO INSTALLATION OF OFF -SITE WATERMAIN SHOWN,
DESIGN AND INSTALLATION OF OFF -SITE WATERMAIN SHALL BE PER THOSE
PLANS.
410
400
5- 32�Y�.oB
. F 25.9
RECOMMENDED
FOR APPROVAL
AY:
BY:
0
x
Af
A L Er�
t0 d 05
EXPIRES MAY 6, 2007
30
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PROJECT NO.: 02054
DRAWN 8Y: %K)c
ISSUE DATE : 03- 07--05
SHEET REV.: 10 -06 -O5
BFiEk4O TON AVE. N.E.
STA. 21+50.00 TO
STA. 23 +40.59
8AP4TARY SEWER
AND WATER
FILM AND
PROP�.E
C30
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PROJECT NO.: 02054
DRAWN 8Y: %K)c
ISSUE DATE : 03- 07--05
SHEET REV.: 10 -06 -O5
BFiEk4O TON AVE. N.E.
STA. 21+50.00 TO
STA. 23 +40.59
8AP4TARY SEWER
AND WATER
FILM AND
PROP�.E
C30
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