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I N R I _ I I PAD = 401.0 I 'PAD _ I I I I I I I I I
28 I ( I PAD = 399.0 I i I I I I = 403.0 I PAD 404. 1 ( PAD = 405.0 I �I PAD = 406.0 I I PA 407.0 1
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I I I I I I I I
l__ I I I I I I I I I I 1
I STA. 184 - 20.2 ±. 13.9f t.
I oc� I BREMc- t? 1 'ON AVE. N E.
-- - - - - - L - ( (STA. 10+10.2±, 12.0'±R
C3 N. E. 2ND LN) I _ - - I I - I I i _ 1
` - kEMCVt EXtr >ijNG 8" PLUG I IN V. - I I IN V. - I 1 IN V. -- I I IN V, - I I IN V. - I ( IN 1
AND JOIN EXISTING' WITH
PAD 400.0 I 395.0 I I 397.0 I I I 39 .0 I I 399.0 I ( 400.0 I I I 4 1.0 1
- -�-8" -" .sR MAL _CROS& {M�L� ---I I I I I _ I
T
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1-8" BLIND FLANGE �� I I 1 I ( � I I 1
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PAD -- 8.0 �. 95
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/ _�v cn 1 54LF D. P. 178LF 8 0.1
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19 +00 20 +00 ;. I/ / 27 0 208LF 8" PVC
- - -- x��o 1� - _ --
• � BREMERTON AVE. N.E. % -
61, PVC � -�-' - �x� x
` S= 0.0200 1
MIN. (TYP.)
IN
• STA. 20+14.7-f, 10.0±'L
REMOVE EXISTING 8" PLUG 1 �
- STA. 18+07.0±, 7.0'H L I ANd JOIN EXISTING WI TH 1
' BRF_MERTON AVE. N.E. 1 -8 "x8" VERTICAL CROSS (MJxFL) STA., 20 +68.01, i
10.00 L
- - - - 1 -8 x6 TEE (MJxFLxMJ)
y / � (STA. 10 +00.2 ±, 0.2' ±R 1 -8" BLIND FLANGE 1 -6" GATE VALVE FLxMJ 1
STA, 20+14.0±, CENTERLINE_ ►�
N. E. 2ND LN) X MH 1 -8 BLIND FLANGE W12 16LF 6" O.I.P. ) 1
EX. 111 It r 144). 8 E SS No. 9 TAP AND PLUG 1 -5 114" MVD F.H. ASS'Y 1
/ RIM = ,39F. 7f RIM 4��3.5± 1--2" TEMP BLOW -OFF ASS'Y
IE 8'" (OUT) SE = 379.26 _
IE -8 (OUT) S = 395.04 1 1-1" AIR -VAC ASS'Y W/CONC. BLKG 1
IE 8" (IN) W = 3 79.36 - IE 6 (IN) W = 395.14 I PER C.O.R. STD. D TL. 8095
LOT 1
IL 8' 'IN; N = ,319.,36 IE 8'461N N - 395.14 SEE CONNECTION DETAIL 2, SHEET C33B 1
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FINISHED
TAP
0
GRADE
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TEMP BLOW-OFF ASS'Y
1 -1 "
AIR-VAC ASS'Y
PER
C.O.R. STD. DTL. 8095
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I N R I _ I I PAD = 401.0 I 'PAD _ I I I I I I I I I
28 I ( I PAD = 399.0 I i I I I I = 403.0 I PAD 404. 1 ( PAD = 405.0 I �I PAD = 406.0 I I PA 407.0 1
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PAD = 397 5 I w o -� I I I I I
I ( 0 -J --------- - - - - -- J ( I; 1 WATER METEf?
cv (T YP. SEE NO TF) 1
I I I I I I I I
l__ I I I I I I I I I I 1
I STA. 184 - 20.2 ±. 13.9f t.
I oc� I BREMc- t? 1 'ON AVE. N E.
-- - - - - - L - ( (STA. 10+10.2±, 12.0'±R
C3 N. E. 2ND LN) I _ - - I I - I I i _ 1
` - kEMCVt EXtr >ijNG 8" PLUG I IN V. - I I IN V. - I 1 IN V. -- I I IN V, - I I IN V. - I ( IN 1
AND JOIN EXISTING' WITH
PAD 400.0 I 395.0 I I 397.0 I I I 39 .0 I I 399.0 I ( 400.0 I I I 4 1.0 1
- -�-8" -" .sR MAL _CROS& {M�L� ---I I I I I _ I
T
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- - -- x��o 1� - _ --
• � BREMERTON AVE. N.E. % -
61, PVC � -�-' - �x� x
` S= 0.0200 1
MIN. (TYP.)
IN
• STA. 20+14.7-f, 10.0±'L
REMOVE EXISTING 8" PLUG 1 �
- STA. 18+07.0±, 7.0'H L I ANd JOIN EXISTING WI TH 1
' BRF_MERTON AVE. N.E. 1 -8 "x8" VERTICAL CROSS (MJxFL) STA., 20 +68.01, i
10.00 L
- - - - 1 -8 x6 TEE (MJxFLxMJ)
y / � (STA. 10 +00.2 ±, 0.2' ±R 1 -8" BLIND FLANGE 1 -6" GATE VALVE FLxMJ 1
STA, 20+14.0±, CENTERLINE_ ►�
N. E. 2ND LN) X MH 1 -8 BLIND FLANGE W12 16LF 6" O.I.P. ) 1
EX. 111 It r 144). 8 E SS No. 9 TAP AND PLUG 1 -5 114" MVD F.H. ASS'Y 1
/ RIM = ,39F. 7f RIM 4��3.5± 1--2" TEMP BLOW -OFF ASS'Y
IE 8'" (OUT) SE = 379.26 _
IE -8 (OUT) S = 395.04 1 1-1" AIR -VAC ASS'Y W/CONC. BLKG 1
IE 8" (IN) W = 3 79.36 - IE 6 (IN) W = 395.14 I PER C.O.R. STD. D TL. 8095
LOT 1
IL 8' 'IN; N = ,319.,36 IE 8'461N N - 395.14 SEE CONNECTION DETAIL 2, SHEET C33B 1
r (IN) 1
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WALE HORIZCNV TAL 1' - 20
VERTICAL 1' = 5,
EXISTING
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FINISHED
TAP
AND PLUG
GRADE
1- 2 .,
TEMP BLOW-OFF ASS'Y
1 -1 "
AIR-VAC ASS'Y
PER
C.O.R. STD. DTL. 8095
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•1- 8 "x6 " TEE (MJxFL xMJ)
1 -6" GATE VALVE (FLxMJ)
16LF 6" 0.1. P.
1 -5 114" MVD F.H. ASS'Y
r- W/CONC. BLKG
1 -8 "x8" VERTICAL CROSS (MJxFL)
1 -8" BLIND FLANGE
1 -8" BLIND FLANGE W /2"
TAP AND PLUG
1 -2" TEMP BLOW -OFF ASS'Y
PER C. 0. R. S TD. D TL. 8095
SEE CONNECTION DETAIL 2, SHEET C338
4
IE 6* (IN) W =395.14 .
LOT 46
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FR��2'58
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G9APHC SCALE
SCALE 1' = 20
1RACf A
KEY MAP
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S -3 ?460
VERTICAL DATUM �w -12 *It)
CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2'
BENCHMAW
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.
ELEVA TION = 454.78 FEET.
SI TE:
SET COTTON GIN SPIKE 19.1 ' SOUTHWEST OF THE WEST
COLUMN OF GATE.
ELEVATION= 407.96 FEET.
BANS OF BEARM
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 S TREE T
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
FA C TOR OF 1.000002187 WAS APPLIED TO THE GRID
COORDINATES FOR SHOWN GROUND DISTANCES.
NOTE •
ALL WATER METER'S TO BE I"
RECOMMENDED
FOR APPROVAL.
RY: - -
BY:
A. D/
.C-)
Z4VW.,V 'r' .E��
A ` 505
EXPIRES MAY 6, 2007
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20 0 10 20 40
G9APHC SCALE
SCALE 1' = 20
1RACf A
KEY MAP
i
n
1
S -3 ?460
VERTICAL DATUM �w -12 *It)
CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2'
BENCHMAW
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.
ELEVA TION = 454.78 FEET.
SI TE:
SET COTTON GIN SPIKE 19.1 ' SOUTHWEST OF THE WEST
COLUMN OF GATE.
ELEVATION= 407.96 FEET.
BANS OF BEARM
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 S TREE T
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
FA C TOR OF 1.000002187 WAS APPLIED TO THE GRID
COORDINATES FOR SHOWN GROUND DISTANCES.
NOTE •
ALL WATER METER'S TO BE I"
RECOMMENDED
FOR APPROVAL.
RY: - -
BY:
A. D/
.C-)
Z4VW.,V 'r' .E��
A ` 505
EXPIRES MAY 6, 2007
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PROJECT NO.: 02054
DRAWN BY: Jac
ISSUE DATE: 03-07-06
SHEET REV.: 06 -13 -05
BAEIuERTON AVE. N.E.
STA. 17+92. TO
STA. 21 +50.00
SAWARY SEWER
AND WATER
PLAN AND
PF10�LE
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PROJECT NO.: 02054
DRAWN BY: Jac
ISSUE DATE: 03-07-06
SHEET REV.: 06 -13 -05
BAEIuERTON AVE. N.E.
STA. 17+92. TO
STA. 21 +50.00
SAWARY SEWER
AND WATER
PLAN AND
PF10�LE
?
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