HomeMy WebLinkAboutS-30781200
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+2 II
±T-4 II
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1 STORY WOOD
HSE # 2533
HSE 2609
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In
FLOOR _ 341.6
1 STORY BRICK
NO BASEMENT I
NO M NL=
O B SE E
I
UGP
HSE # 1916
HSE # 2617 I
1$T FLOOR= 344.3
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T. L. 0035
T L 0045
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1ST FLOOR EL= 350.0
NO BASEMENT
T. L. 0060
1 STORY WOOD \
HSE # 2641
1ST FLOOR EL= 357.9
INO BASEMENT
T. L. 0065
,$
2 STORY BRICK
HSE # 2006
1ST FLOOR= 359 1
W /BASEMENT
T. L. 0085
I I
' IcoNC I
>HAyT w DRIVE I
W T. L. 0080
I
DEEP 2 STORY WOOD 7 HSE # 2004
FIN FLOOR
O I DYLIGHT
I BASEMENT =356.3 i
i
m GRASS
M
8M 672 --36.8
/ SET SET RR SPIKE
IN UTIL. POLE EL =349.71
2 STORY WOOD
HSE # 2640
FIN FLOOR
DYLIGHT
BASEMENT =361.0
T. L. 0075
669 -1.5 (MIC) \
N 188770.58
E 1306691.83
ELEV.-347.57 \
1 STORY WOOD T. L. 0070 .
HSE # 2701
1ST FLOOR EL= 359.2
NO BASEMENT
i � Al --. . � ■ i� iii
A S- BUIL T
AS CONS7RUC7ED INFORMA 71ON PROVIDED JUNE 1, 2003
BY COA 7LS SUR VEWNG SERVICE
1+00 2 3+00 4+00 5+00 ALL SIDE SEWERS ARE SHOWN / N THEIR A BUIL T L OCA TIONS
.................................... ................................ ............................................................... ....... ; .........:.........:......... .........:.........:.........: - ........:.....
AND- ARE- BASED ON: MEASUREMEN7S :PROVIDED BY- -TV INSPEC770M TAPES.. .
EXISTING CENTERLINE GRADE _
340 EX 6' Cl WATER
340' ....... ........ . .......................................... ............................... ....................................... ............................... ..... ................
: PROPOSED 8" WATERMAIN _
E X 8 STORM
7 n : 5 +75.5, 2.3 R
33O EX CONCRETE
MH #4 STA 330.
...... FIBER - OPTICS ........................................................................................................... ............................... N �. 4.19 % ............... � :.......................
DUCT BANK .
..l:F ��' $ pVC NEW 48 MH
RIM =
o 347.89:
309 : R99-LF OF 8 " PVC (q� 0.5 i6 4+12.41 Z.Z RT :
lE 8" W = 334:72
'320 : MH #3 STA " _
IE 8 N - 334.72
............ .................................................................................................. ............................... NEW "MH ........................... ............................... ........................................................ ............................... .
MH #2 :STA 8+72.:75, ART : RIM = 343.33
NEW 48" MH
IE 8" W : 328.85
'31 a _ IE 8" E = 328.92 : +00 R/M 337.81 331.13 6 7+ O Q : :. I, ��.. .350
IE 8" N _ . .... 328.20 ... .. .. :...EXISTING CENTERLINE L _ _ _ .
lE 8"E
. 328.30
IE 8"S'= 328.30 :
PROPOSED 8" WATERA�AIN
+O� v 5' L T
. co #�� srA 7 40
............................................................ ......;.........:.........:.........................................................:.........:..... ..............:.........:...... :... ......:........................ ....:.........;........ NEW: ............. .... ..
RIM = aw.Of
MH #4 SEE ABOVE IE 8" S = 335.51*
123 �LFOF8"PVC 0.5%
RECOMMENDED FOR APPROVAL i
23109 w.�,.P� 1 "= 20' JULY 2003
CITY OF EAST KENNYDALE SANITARY
/�►L .N.�h _ = RENTON �:
WASTEWATER UTILITY DATE EXPIRES 8121103 DATI M SEWER INFILL PHASE II
p Planning/Building/Public Works Dept. S-4
�r ,>
. �w► as wog
No. REVIsIoH eY or►TE �PPR � *� """"'� �- NE 20 ST & GlE:N1M000 AVE NE s '25
SCANNED APR 2 2 AOr 7,cS S1130- e I
I;tCl L L 1 91,71. 1152
-G;
rift-
4
1 STORY WOOD
1 STORY WOOD
HSE # 2533
HSE 2609
1ST FLOOR EL= 342.5
FLOOR _ 341.6
1 STORY BRICK
NO BASEMENT I
NO M NL=
O B SE E
I
2 STORY WOOD
HSE # 1916
HSE # 2617 I
1$T FLOOR= 344.3
1ST FLOOR= 348.9
W /BASEMENT
I
W /BASEMENT
T. L. 0035
T L 0045
T. L. 0050
T L 0055
v
1ST FLOOR EL= 350.0
NO BASEMENT
T. L. 0060
1 STORY WOOD \
HSE # 2641
1ST FLOOR EL= 357.9
INO BASEMENT
T. L. 0065
,$
2 STORY BRICK
HSE # 2006
1ST FLOOR= 359 1
W /BASEMENT
T. L. 0085
I I
' IcoNC I
>HAyT w DRIVE I
W T. L. 0080
I
DEEP 2 STORY WOOD 7 HSE # 2004
FIN FLOOR
O I DYLIGHT
I BASEMENT =356.3 i
i
m GRASS
M
8M 672 --36.8
/ SET SET RR SPIKE
IN UTIL. POLE EL =349.71
2 STORY WOOD
HSE # 2640
FIN FLOOR
DYLIGHT
BASEMENT =361.0
T. L. 0075
669 -1.5 (MIC) \
N 188770.58
E 1306691.83
ELEV.-347.57 \
1 STORY WOOD T. L. 0070 .
HSE # 2701
1ST FLOOR EL= 359.2
NO BASEMENT
i � Al --. . � ■ i� iii
A S- BUIL T
AS CONS7RUC7ED INFORMA 71ON PROVIDED JUNE 1, 2003
BY COA 7LS SUR VEWNG SERVICE
1+00 2 3+00 4+00 5+00 ALL SIDE SEWERS ARE SHOWN / N THEIR A BUIL T L OCA TIONS
.................................... ................................ ............................................................... ....... ; .........:.........:......... .........:.........:.........: - ........:.....
AND- ARE- BASED ON: MEASUREMEN7S :PROVIDED BY- -TV INSPEC770M TAPES.. .
EXISTING CENTERLINE GRADE _
340 EX 6' Cl WATER
340' ....... ........ . .......................................... ............................... ....................................... ............................... ..... ................
: PROPOSED 8" WATERMAIN _
E X 8 STORM
7 n : 5 +75.5, 2.3 R
33O EX CONCRETE
MH #4 STA 330.
...... FIBER - OPTICS ........................................................................................................... ............................... N �. 4.19 % ............... � :.......................
DUCT BANK .
..l:F ��' $ pVC NEW 48 MH
RIM =
o 347.89:
309 : R99-LF OF 8 " PVC (q� 0.5 i6 4+12.41 Z.Z RT :
lE 8" W = 334:72
'320 : MH #3 STA " _
IE 8 N - 334.72
............ .................................................................................................. ............................... NEW "MH ........................... ............................... ........................................................ ............................... .
MH #2 :STA 8+72.:75, ART : RIM = 343.33
NEW 48" MH
IE 8" W : 328.85
'31 a _ IE 8" E = 328.92 : +00 R/M 337.81 331.13 6 7+ O Q : :. I, ��.. .350
IE 8" N _ . .... 328.20 ... .. .. :...EXISTING CENTERLINE L _ _ _ .
lE 8"E
. 328.30
IE 8"S'= 328.30 :
PROPOSED 8" WATERA�AIN
+O� v 5' L T
. co #�� srA 7 40
............................................................ ......;.........:.........:.........................................................:.........:..... ..............:.........:...... :... ......:........................ ....:.........;........ NEW: ............. .... ..
RIM = aw.Of
MH #4 SEE ABOVE IE 8" S = 335.51*
123 �LFOF8"PVC 0.5%
RECOMMENDED FOR APPROVAL i
23109 w.�,.P� 1 "= 20' JULY 2003
CITY OF EAST KENNYDALE SANITARY
/�►L .N.�h _ = RENTON �:
WASTEWATER UTILITY DATE EXPIRES 8121103 DATI M SEWER INFILL PHASE II
p Planning/Building/Public Works Dept. S-4
�r ,>
. �w► as wog
No. REVIsIoH eY or►TE �PPR � *� """"'� �- NE 20 ST & GlE:N1M000 AVE NE s '25
SCANNED APR 2 2 AOr 7,cS S1130- e I
I;tCl L L 1 91,71. 1152
-G;
rift-
4