HomeMy WebLinkAboutS-344613V
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IE = jM44 E 0 IN (N) 407.75
IE = 49 L" eil OUT (S) 407.E
J
= 40
CB 9
L..
"0
VERT
ry
W
gW
C13#10,, TYPE 1 CB 9A TYPE
48 "0
al-�c]
RIM=
6.10
W Z
Z
Q
W
goQZz
STA: $4 +93.00 1922 !RT STA 27 +10.4
RT
E= 41
.57 12
UzO
LLJ
W
W 0
, 20.60'
400
li
CB ,TYPE 2, 48 "0 I IE 4019.94 12 "0 IN (N) IE 411.40 12
'
0 IN (E
Y�
�om3�:�
�Q
OUT (
)
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z
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MEN
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0
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333 �
H
i.
2i VERTICAL DATUM:
Of
CITY OF RENTON, NAVD 88
BENCHMARK
CITY OF RENTON BENCHMARK #2104. 1- IP W /PLUG &
TACT( DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION
OF SE 136TH ST. AND 144TH AVENUE SE. ELEV= 399.340
FEET (121.719 METERS)
O
z
BECLAN IAKA BECLAN PLACE] - MINOR AMENDMENT
A PORTION OF THE NW 1/40F THE NE 1/40F SEC. 15, TWP. 23N., RGE. 5E., W.M.
CITY OF RENTON KING COU TY, WASHINGTON
SSMH A, TYPE 1 480 I
STA: 23 +33.25, 15.00 RT
I RIM= 496:57 w /SOUD LOCKING UD4O &DD 1 1 0
IE IE = b96 -958'0 OUT (S)
1 1
o I - N 3�•� SSM
I H , TYPE 1 48 -0
1 STA: 23 45.98, 2L40' RT 395.99 1 1 - RIM- 1 +41x:64 w /SOLD LOCKING LID 417.26
CB 5 TYPE 2 48 "0 SSMH #5, TYPE 146'0 1 ( 1 IE = 4989& 8 "0 IN (E) 40&93
STA: 25 +20.26, 15.00' RT
STA: 23 +55.64, 19.54' RT /IE = 49882 -8 "0 OUT S 40&83
- 406.39 I I I CB 70, TYPE 1 RIM = 475.76 -w /SWD LOCKIV .831 I ( )
`' IE = 4974 8'0 IN (N) 40
395.591 STA: 24 +93.00, 19.22 RT ,� _ .,.e �, ,., o-1 I ICE 10A TYPE 2, 48 ' 0 CB 9 TYPE 2 48 "0
I IE-�( )4 ]STA: 26 +55.00, 18.22 RT STA: 27 +10.44, 20.60 STA: 27 +26.97, CB 10P, TYPE 1 1 I 1 RT S, ® 45.52 RT I 1 STA: 24 +93.00, 35.00 RT GRAPHIC SCALE
- = - -
' w o zo a m 1W
_ ��� eou - _ -��n ! � IN FEEL' )
�> z6+
27 +98.76 �� 1 inch = 40 ft
.a j r OWp
m _ -- SD ASBUILT NOTE:
Z j ��
.y
P]. --'� l FOR SANITARY SENOR ASBUILT INFORMATION
SEE SHEETS C-4 THRU C -&
III z
SS STUB ASBUILT NOTE:
PLAN VIEW III I m.., ARE
1 - m 1 _ -i' J/ o , -."( ° i / \ -'1{�� PLACED NEAR THE END OF THE INVERTS STUB.
.. ....._.. ____EXLSTING_GROUND_PROFU.E _......... .................. 100.10V VC THE INVERT ELEVATIONS NfEX PRONGED BY THE
.... ...... ..... ...... ..... ..... ..... ... THE STUBS CENTFRUNE OF FUTURE, R.O.W w WERE FED LOCATED BY SLRVEY
vi z +
WEST COAST IMPROVEMENTS o n FIC i POINT ILE V a 7.46
424•.. + - +" ... ..BI POINTS A....= 26 6.24 .. < yJ ... -- 24
....... .......... ......
... ......... .... ._... ...� _.
PVI STA = 27 +0
n n u n m
+ >
PVI ELEY =417.8 0
42211 _tip - -- _ 422 SANITARY SEWER PIPE TABLE
A0. -365
�> is K 27.41 No
420..... . • ..... 1 . ...... __. .a � __. I -- - ...._.._ ..... - ^ :,• - .....420 0 217 LF 8 °0 PVC SDR35 D3034 0 0.50%
a a
(3 )187 LF 8 °0 PVC SDR35 D3034 06.2B% 6.13%
418... 1 _......1uq ....... ........ .... _--- '- ............... _. .....418 �53 LF 8 °0 PVC SDR35 03034 ®+13BWr0.75x
r-
SD
408
406
7�N
kg"
n�N
II p
<4
NG
26
SD 0 0.55%
LF 8 °01 SS
411.1 12'0 N (N)
411.1 12 "0 OUT (S)
402
AVENUE:
N
IE = jM44 E 0 IN (N) 407.75
IE = 49 L" eil OUT (S) 407.E
SCALE: I"
= 40
CB 9
YPE 2
"0
VERT
C13#10,, TYPE 1 CB 9A TYPE
48 "0
RIM=
6.10
sr.��e+a
STA: $4 +93.00 1922 !RT STA 27 +10.4
RT
E= 41
.57 12
IN (NW
, 20.60'
400
li
CB ,TYPE 2, 48 "0 I IE 4019.94 12 "0 IN (N) IE 411.40 12
'
0 IN (E
-
IE= 47
.57 12"
OUT (
)
41
MEN
i.
2i VERTICAL DATUM:
Of
CITY OF RENTON, NAVD 88
BENCHMARK
CITY OF RENTON BENCHMARK #2104. 1- IP W /PLUG &
TACT( DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION
OF SE 136TH ST. AND 144TH AVENUE SE. ELEV= 399.340
FEET (121.719 METERS)
O
z
BECLAN IAKA BECLAN PLACE] - MINOR AMENDMENT
A PORTION OF THE NW 1/40F THE NE 1/40F SEC. 15, TWP. 23N., RGE. 5E., W.M.
CITY OF RENTON KING COU TY, WASHINGTON
SSMH A, TYPE 1 480 I
STA: 23 +33.25, 15.00 RT
I RIM= 496:57 w /SOUD LOCKING UD4O &DD 1 1 0
IE IE = b96 -958'0 OUT (S)
1 1
o I - N 3�•� SSM
I H , TYPE 1 48 -0
1 STA: 23 45.98, 2L40' RT 395.99 1 1 - RIM- 1 +41x:64 w /SOLD LOCKING LID 417.26
CB 5 TYPE 2 48 "0 SSMH #5, TYPE 146'0 1 ( 1 IE = 4989& 8 "0 IN (E) 40&93
STA: 25 +20.26, 15.00' RT
STA: 23 +55.64, 19.54' RT /IE = 49882 -8 "0 OUT S 40&83
- 406.39 I I I CB 70, TYPE 1 RIM = 475.76 -w /SWD LOCKIV .831 I ( )
`' IE = 4974 8'0 IN (N) 40
395.591 STA: 24 +93.00, 19.22 RT ,� _ .,.e �, ,., o-1 I ICE 10A TYPE 2, 48 ' 0 CB 9 TYPE 2 48 "0
I IE-�( )4 ]STA: 26 +55.00, 18.22 RT STA: 27 +10.44, 20.60 STA: 27 +26.97, CB 10P, TYPE 1 1 I 1 RT S, ® 45.52 RT I 1 STA: 24 +93.00, 35.00 RT GRAPHIC SCALE
- = - -
' w o zo a m 1W
_ ��� eou - _ -��n ! � IN FEEL' )
�> z6+
27 +98.76 �� 1 inch = 40 ft
.a j r OWp
m _ -- SD ASBUILT NOTE:
Z j ��
.y
P]. --'� l FOR SANITARY SENOR ASBUILT INFORMATION
SEE SHEETS C-4 THRU C -&
III z
SS STUB ASBUILT NOTE:
PLAN VIEW III I m.., ARE
1 - m 1 _ -i' J/ o , -."( ° i / \ -'1{�� PLACED NEAR THE END OF THE INVERTS STUB.
.. ....._.. ____EXLSTING_GROUND_PROFU.E _......... .................. 100.10V VC THE INVERT ELEVATIONS NfEX PRONGED BY THE
.... ...... ..... ...... ..... ..... ..... ... THE STUBS CENTFRUNE OF FUTURE, R.O.W w WERE FED LOCATED BY SLRVEY
vi z +
WEST COAST IMPROVEMENTS o n FIC i POINT ILE V a 7.46
424•.. + - +" ... ..BI POINTS A....= 26 6.24 .. < yJ ... -- 24
....... .......... ......
... ......... .... ._... ...� _.
PVI STA = 27 +0
n n u n m
+ >
PVI ELEY =417.8 0
42211 _tip - -- _ 422 SANITARY SEWER PIPE TABLE
A0. -365
�> is K 27.41 No
420..... . • ..... 1 . ...... __. .a � __. I -- - ...._.._ ..... - ^ :,• - .....420 0 217 LF 8 °0 PVC SDR35 D3034 0 0.50%
a a
(3 )187 LF 8 °0 PVC SDR35 D3034 06.2B% 6.13%
418... 1 _......1uq ....... ........ .... _--- '- ............... _. .....418 �53 LF 8 °0 PVC SDR35 03034 ®+13BWr0.75x
r-
SD
408
406
7�N
kg"
n�N
II p
<4
NG
26
SD 0 0.55%
LF 8 °01 SS
411.1 12'0 N (N)
411.1 12 "0 OUT (S)
402
AVENUE:
N
IE = jM44 E 0 IN (N) 407.75
IE = 49 L" eil OUT (S) 407.E
SCALE: I"
= 40
CB 9
YPE 2
"0
VERT
C13#10,, TYPE 1 CB 9A TYPE
48 "0
RIM=
6.10
sr.��e+a
STA: $4 +93.00 1922 !RT STA 27 +10.4
RT
E= 41
.57 12
IN (NW
, 20.60'
400
li
CB ,TYPE 2, 48 "0 I IE 4019.94 12 "0 IN (N) IE 411.40 12
'
0 IN (E
-
IE= 47
.57 12"
OUT (
)
41
STA: 21+55.64. ",19.54' RT IE 41,0.44 6 "01N (E}
�� ®�i�rra�wn.u�rca�ea
!RIM= 408.10
IE= 401 40 12"01 IN
IE = 396:958'0 IN (N) 395.09
384 IE - ,a5:95 8'0 OUT (S) 39599 Cause I TYPE 1
EX. SSMH 1-PE 7 60 "0 STA: 23 +45.98 21.4(
STAt 22 +83(27, 358' L THRU CURB FRAME &
382
RIM- 1194.60
IE = 1395:66-8'0 IN (N) 39&59 IE= 402.60 12 "0 IN (i
IE = 1383.50 8 "0 CUT (S) IE= 402.60 12 "0 OUT
380:
HOQUTAM
AVENUE:
N
STATION AT END OF
SCALE: I"
= 40
HORZ
1 = 4
VERT
25 +20 25 +60
26 +00 26
SANITARY SEWER SERVICE TABLE
5- 344613
IE +n.�a IN_(' T .9 1396 ASBUILT DRAWING
IE _ 8 IN (E) 408.9 $I--�
IE _ 8 OUT () 40B.
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
27 +60�
CFO r ANA &pur
0
COL i PIlOI wf �
Ig7Ay ' 1F15 s dTS1x sn1eFT &s (2S7)T25 -um
f6FF/1 WAY, 1M Y!W] AMMIE�OYMf
0301 /3
C CITY OF RENTON
ALL 48 HOURS
DEPARTMENT OF PUBLIC WORKS
BEFORE YOU DIG BECLAN (AKA BECLAN PLACE)
1- 800 - 424 -5555 SANITARY SEWER PLAN AND PROFILE
HOQUTAM AVENUE NE
DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183 -C1811
DRAWN: TAS
/� HOOUTAM PROFILE REVISION BAS CHECKED: BAS SCALE: 1' = 40' FIELD BOOK: PAGE
NO. I REVISION BY APPR. DATE APPROVED: aluc,u, wvc vvas SHEET: CASH OF: 25
aP� : s- 3441'o 13
STAUIDN AT MAIN
STATION AT END OF
sr.��e+a
�nsr.>•�a�r.>•
5- 344613
IE +n.�a IN_(' T .9 1396 ASBUILT DRAWING
IE _ 8 IN (E) 408.9 $I--�
IE _ 8 OUT () 40B.
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
27 +60�
CFO r ANA &pur
0
COL i PIlOI wf �
Ig7Ay ' 1F15 s dTS1x sn1eFT &s (2S7)T25 -um
f6FF/1 WAY, 1M Y!W] AMMIE�OYMf
0301 /3
C CITY OF RENTON
ALL 48 HOURS
DEPARTMENT OF PUBLIC WORKS
BEFORE YOU DIG BECLAN (AKA BECLAN PLACE)
1- 800 - 424 -5555 SANITARY SEWER PLAN AND PROFILE
HOQUTAM AVENUE NE
DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183 -C1811
DRAWN: TAS
/� HOOUTAM PROFILE REVISION BAS CHECKED: BAS SCALE: 1' = 40' FIELD BOOK: PAGE
NO. I REVISION BY APPR. DATE APPROVED: aluc,u, wvc vvas SHEET: CASH OF: 25
aP� : s- 3441'o 13