HomeMy WebLinkAboutS-324611REVISIONS
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VERTICAL DATUM A
CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' 3z21 iONa1 FS�'
BENCHMARK E :�
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= 40296 FEET.
BASIS OF BEARING
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS)
LAMBERT GRID WASHINGTON STATE' NORTH ZONE COORDINATES. A
CONVERGENCE ANGLE OF 0058'30.28" 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 CORREC77ON FACTOR OF 0.999981824 AND THE GRID
SCALE FACTOR 0 OF 1.000002187 WAS APPLIED TO THE GRID
COORDINATES FOR SHOWN GROUND DISTANCES.
NOTE:
ALL WATER METER'S TO BE I"
415
* THIS OFF -SITE WATERMAIN CONNECTION ASSUMES THAT RIDGEVIEW COURT
WATERMAIN IMPROVEMENTS WILL NOT OCCUR PRIOR TO ELMHURST FINAL
:SCALE::: HORIZONTAL 1' 20
PLAT RECORDING. IF CONSTRUC77ON DOCUMENTS FOR RIDGEVIEW COURT
ARE AVAILABLE PRIOR TO INSTALLA7ION OF OFF -SITE WATERMAIN SHOWN,
SEC. 15, 7"WP.
23 N., RNG. 5 E.; W M-
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ry
I 2
-
UwmtlgKr 51
PAD = 408.0 I
UNLESS OTHERWISE NOTED
405
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J r I
r 60 111111111117 I
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GRAPHIC SCALE
00
SCALE: 1' =20
7� 11 1 1
PRISM TO FINISHED GRADE
II� PAD 1409.0 -I P,ll-..ELIMINARY
PLAT
l 403.O
0r, RIDGEVIEW
COURT
h¢ h.:
2
�..... ov ....... ..
q'
FOR
BEFORE EXCAVATION ,
INSTALLATION OF WATER LINE:
WATERMAIN SHALL BE EXTENDED /
+44.40 TO.-06'-
28LF 8" D.I.P. 1 - -8' 45' BEND (MJ�
L AND CONNECTED TO EXISTING /
- _ 8" WATER IN BREMERTON AVE. N.E
n
- - W/CONC -- BLKG-'-
RFM FrA
-
- t 114 FEET NORTH OF PLAT BOUNDARY
BEFORE RECORDING OF ELMHURST PLAT.
/ - - -%
err99LF8DtIP -1
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B�E11r1E T�i�l 11110
EXISTING 8° D.I.P.
- �. Aspho�L,,
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- -
GRADE
i _ - -_`2-
n
9 8' =' D. R. ® �-
DaV�' STA. 22 +86.99, CENTERLINE
-SS CLEANOUT
, .. .
RIM = 409.23
IE 8" (OUT) S = 400.9111
W .w... ; ...
ti
STA. 22 +45.76, 10.00' L STA. 23+65.49, 1100' R
BREMERTONAVE. N.E. 1 -8" 45' BEND (M1!)
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STA. 24 +64.2 ±, 11.0 ± ". R
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(STA: 23 +14.32, 12.00' L W/CONC. BLKG
P,EMOVE EXISTING 8" PLUG
0
N.E. 2ND CT) I
1 -8" TEE (FL) STA. 23 81 00 11.00' R
AND JOIN EXISTING WITH I
1 -8 °x8° VERTICAL CROSS (MJxFL)
W /CONC. BLKG 1 -1° AI� VAC ASS'Y
3-8" GATE VALVE (FLxMJ)
1 -8" BLIND FLANGE
1- 8",BLIND FLANGE W 12"
::::: _:::
TAP AND PLUG
1 -2" TEMP BLOW -OFF ASS'Y
PER CO.R. STD. OIL. 8095
..�
SEE' CONNECTION DETAIL 2, SHEET C336
EXISTING8 "D.l.P:
FIELD VERIFY DEPTH OF EX. MAIN:- 9 I..
-:
CONTRACTOR TO RELOCATE FUE WE METER
.......
-
AND METER TO ADJACENT NORTHERLY
��
-
-
T: 3 OLF 8° D I P
PROPERTY TO BACK OF RIGHT- OF -WAY,I
_
_
--
COORDINATE WITH PROPERTY OWNERS.
420
KEY MAP
SCALE.: i" =200'
e' a •
u �
VERTICAL DATUM A
CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' 3z21 iONa1 FS�'
BENCHMARK E :�
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= 40296 FEET.
BASIS OF BEARING
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS)
LAMBERT GRID WASHINGTON STATE' NORTH ZONE COORDINATES. A
CONVERGENCE ANGLE OF 0058'30.28" 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 CORREC77ON FACTOR OF 0.999981824 AND THE GRID
SCALE FACTOR 0 OF 1.000002187 WAS APPLIED TO THE GRID
COORDINATES FOR SHOWN GROUND DISTANCES.
NOTE:
ALL WATER METER'S TO BE I"
415
* THIS OFF -SITE WATERMAIN CONNECTION ASSUMES THAT RIDGEVIEW COURT
WATERMAIN IMPROVEMENTS WILL NOT OCCUR PRIOR TO ELMHURST FINAL
:SCALE::: HORIZONTAL 1' 20
PLAT RECORDING. IF CONSTRUC77ON DOCUMENTS FOR RIDGEVIEW COURT
ARE AVAILABLE PRIOR TO INSTALLA7ION OF OFF -SITE WATERMAIN SHOWN,
TRACT
BOUNDARY
VERIICA L 1, =:5, .
... .. ...
-
UwmtlgKr 51
rREtiMiNARY PLAT ;
UNLESS OTHERWISE NOTED
405
w
(PROJECT)
OF RIDGEVIEW COURT
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04
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AS O
Z
FILL AND COMPACT ROADWAY
PRISM TO FINISHED GRADE
BREMERTON AVE. N E
......... .......... .... . .._...
(STA..23 +14.3 12.00
h¢ h.:
2
�..... ov ....... ..
q'
FOR
BEFORE EXCAVATION ,
INSTALLATION OF WATER LINE:
_I .:... .
,L : .:I
.N.E::2N0 :QT): . .... ...
."1 = N.U::...
+1 �.�. +o :.....
N
.:
FINISHED...
.' : ...
(::
. .... : ...
00'. R.: :
STA 23 +81.00, 11.0
:
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i . B . 7EE. (FL) ....... : .. ...N
W
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.....EXISTING.
..GRADE
GRADE
1-1 AIR - VAC :ASS'Y.
, .. .
/GONG. BLKG .. ... ; .: ....
W .w... ; ...
ti
.. -
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3 -8" :GATE :VALVE: FLxlp1J
: .:.:.. .. ...:.::: :. ..,......�.. .� ..�!10]U.Z!nz::.
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EXISTING8 "D.l.P:
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COVER
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P
INV 405.3 �T
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jl
1 NV 405 7
......
....
..
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-406.0
- ::INV 406.0
INV 406:1; .
A•S 66LF 8 PVC S= 0.0050
00-4 9A
STA 23 +6549 i1.p0 R
Sip 24 +642+ 1i., R
Ate;
2f� PVC 5
1 8 45' BEND (M!)
REMOVE EXISTING 8 PLUG
..... .......... m.
� 2Z-tZ277 0 21 L h
STA.: 22t.86.99, CENTERLINE.:.:__
SS CLEANOUT
W /CONC.::.BLKG... -:
AND J044 EXISTING..: IV11H ........
1 8x8": VERTICAL: CROSS (MJxFL) k-
Q
Z
STA ^' . ', _
? Rlh1 _ 409 23
Q rn..IE 8 (OUT) S .400.91
PROPOSED STORM DRAIN: _
- .
1 -8' BLIND FLANGE
i -8" BLIND FLANGE W/2
SSMH No. 10
z Q) RIM 498 58 YO& 63 A 8:
h ry AF3
�.^
@} o
PIPE: TO BE INSTALLED AT
A LA TER DATE MAINTAIN
TAP AND PLUG
IE 8" S =:i8®- f9- 319,88
py
>
6 CLEAR
1-2' TEMP BLOW -OFF ASS Y:
rn .. ... 1E 8 {1N): "N 499 ,399 g.9.
.....o
PER C. OR. STD OT 8095 ......
CONNECTION DETAIL 2, SHEET C33B
Z u EXISTING
STA: 23 +44.40 10.00': L ::
SEE
FIELD VERIFY DEPTH OF EX. MAIN . .
CENTERLINE
ELEVATION
1 -8" 45• BEND (MJ)
.... .... ........ ..._.
r PROPOSED FINISHED
CENTERLINE ELEVATION
........ ........
W /GON BLKG
....... e . .. ...
O.Q.. N'•- d.M �h WN. � 01 �.�
a'� : lh. i'7^
COI M...
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420
KEY MAP
SCALE.: i" =200'
e' a •
u �
VERTICAL DATUM A
CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' 3z21 iONa1 FS�'
BENCHMARK E :�
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= 40296 FEET.
BASIS OF BEARING
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS)
LAMBERT GRID WASHINGTON STATE' NORTH ZONE COORDINATES. A
CONVERGENCE ANGLE OF 0058'30.28" 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 CORREC77ON FACTOR OF 0.999981824 AND THE GRID
SCALE FACTOR 0 OF 1.000002187 WAS APPLIED TO THE GRID
COORDINATES FOR SHOWN GROUND DISTANCES.
NOTE:
ALL WATER METER'S TO BE I"
415
* THIS OFF -SITE WATERMAIN CONNECTION ASSUMES THAT RIDGEVIEW COURT
WATERMAIN IMPROVEMENTS WILL NOT OCCUR PRIOR TO ELMHURST FINAL
24+40 24 +80
PLAT RECORDING. IF CONSTRUC77ON DOCUMENTS FOR RIDGEVIEW COURT
ARE AVAILABLE PRIOR TO INSTALLA7ION OF OFF -SITE WATERMAIN SHOWN,
•�
DESIGN AND INSTALLATION OF OFF -SITE WATERMAIN SHALL BE PER THOSE
PLANS.
410
WATER BUILT PER PLAN
U
UNLESS OTHERWISE NOTED
405
400
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FIR
CHECKED FOR COMPLIANCE RECOMMENDED
T CITY STANDARDS FOR APPROVAL
Date 10- hr-Q' BY:
u Date t6114Jo5 BY:
Date
A6.S 329b11 ;CANNED OCT 2 8 2005 `� s x"41 cn_ 8 Cam/ 3zvc oe
2907 w - i4b19Csuw�
IEXPIRES: MAY 6, 2007 1
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PROJECT NO.: 02054
DRAWN BY: JCaC:
ISSUE DATE: 03 -07-05
SHEET REV.: 10 -06-05
BREMERTON AVE. N.E.
STA. 21 +50.00 TO
STA. 23 +49.59
SANffARY SEWER
AND WATER
PLAN AND
PROFILE
02054SW08 ,7c
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PROJECT NO.: 02054
DRAWN BY: JCaC:
ISSUE DATE: 03 -07-05
SHEET REV.: 10 -06-05
BREMERTON AVE. N.E.
STA. 21 +50.00 TO
STA. 23 +49.59
SANffARY SEWER
AND WATER
PLAN AND
PROFILE
02054SW08 ,7c
C30
m
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