HomeMy WebLinkAboutS-344603a
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TRACT A
12" SD IE= 1._ OHP 41 .2
14,848 SF
10
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7,800 SF
FF= 416
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7,800 SF
7,800 SF
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FF= 418
FF= 4 9
FF= 420
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C TW=42 0.5
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IE = ±395.68 8"0 IN (N)
IE _ _,38150 8"0 OUT (S)
INSIDE DROP,
RECHANNEL MANHOLE
II
426
424
422
420
418
416
414
412
410
408
406
404
402
400
398
396
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DETENTION
------
OF P__
TRACT A
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14,848 SF
10
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FF= 417
FF= 418
FF= 4 9
FF= 420
STA: 8+0940,
1 ONCRETIJ CURB
C TW=42 0.5
50.88 LT
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IE=4057 1
12" SD IE= 1._ OHP 41 .2
C 0
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CB TYPE 2, 48"0 u
ui 1
11.3 C- A I-E 1
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8,535 SF
f-- - RD FF= 423.5
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GRAPHIC SCALE
U 0 zu 40 tlU it
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STA: 11+67.68, 15.22 LT
, �Im
SSMH #7, TYPE 1 WO 1E 12" CONC N=417,6
IE 12" CONC S=417,4
PLAN VIEW STA: 13+22.20, 12.89' LT ji
RIM= 420.19 w/SOLID LOCKING LID
1 11 = 401
IE = 412.10 8-0 IN (N)
IE = 412.00 eO OUT (W) I I I C,
( IN FEET )
1 inch = 40 ft.
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In STA: 13+04.85, 26.38 LT
CB RIM EL.=419.7
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IE 12 CMP E -417.4 11 18" CONC S=417,2
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CB RIM EL.=419.4
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IE 19" CMP E=416.9
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411 CB 19, ITYPE
STA: 1$+04.85, 26.38' LT
!-RIM= 41`19 70 0 SID 4(
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1 EXSI_. SSMIJ TME '1 48"(' ,CB#6, T�11DE 1 RIM= 420.19
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% 1 STA: 911,55, 5,.00' 1.1j, 'STA: 9-�,76.36 15.22' LT 41 IE 412.10 IN (N) I
CB#5, TYPE 1 2"0 CPEP SD @ C.75
IE= 412.92 12"0 OUT f (W)
3 LF 1 RIM-- /11:2�60 IIRIM= 4113,63 IE 412.00 To OUT
STA: 6+84.05, 40.33' IT
- ---------- !IE= 409 62
EXISTING GRADE @
'41
E= 409162 120 OUT (W
IE 4(5.83 6" IN (N)
406. _12�0 IN _E)
IE= 403.40 12"0 OUT (E)
ENTEqRtINE OF R.O.W
IE 4(5.83 6 IN (Nw) C
�NDJ STREET ROFILE
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6+00
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(f)
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VERTICAL DATUM:
CITY OF RENTON, NAVD 88
BENCHMARK
CITY OF RENTON BENCHMARK #2104. 1- IP W/PLUG &
TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION
OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.=399.340
FEET (121.719 METERS)
0 ;7
6+40 6+80 7+20 7+60 81-00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12 +00 12 +40 12+80 13+20
3
SANITARY SEWER PIPE TABLE
(1) 411 LF 8"0 PVC SDR35 D3034 0 1.53%
LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END
STATION SERVIC E MAIN OF
SERVICE
10 0+00 STA: 9+11.55, 5,00' LT S-1 A: 8+52.41, 40.00' LT 405.91 409.41
9 0+00 STA: 9+11.55, 5.00' LT STA: 9+11,55, 40.00' Lf 405.91 410.46
8 0+32 STA: 9+43.48, 5.61' LT STA: 9+43.48, 40.00' LT 406.28 411.44
7 1+32 STA: 10+43.48, 7,54' LT STA: 10+43.48, 40.00' J 407.82 412.69
6 1 +52 STA: 10+63.48, 7.92' LT STA: 10+63.48, 40.00' LT 408.12 413.57
5 2+52 STA: 11+63.48, 9.84' LT STA: 11 +63.48, 40.00' LT 409.65 414.17
1 2+72 STA: 11+83.48, 10.23' LT STA: 11-1-83.48, 40.00' LT 409.96 417.40
16 ANASCHWEBM &
Awmm, Pac 32223 i
CIM �� & PROJECT EMOEUM
705 SOUTH 9TH STREET Buw (253 ) 272-4451
oi SUITE #303 Far (253):272 4495
Mag= 09/20/08 TACOMA, WA 98405 bschwe&ftsn.com
CI I T OF RENTON
UIN
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE
SANITARY SEWER PLAN AND PROFILE
NE 2ND STREET
DESIGNED: BAS DATE: 04/14/08 FILE NAME: 06057-017
DRAWN: TAS
CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE:
NO. REVISION BY APPR. DATE APPROVED: SHEET: 0-17 OF: 23
DIRECTOR OF PUBLIC WORKS
ij
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TA 6+60
RIM 409 J CENTERLINE OF, R.O.W LL1
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IE=I 398.15 12"0 OUT (S) (:B#4, TY E 2, 48,1"0 11%
FINISHED PROFILE
�Tk 8+10.05, 15 22' LT Of Elf
40.0b' VC wl likip, '�D CD
C 4
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3%
I[= 402.75 12"0 N (E) Cl
w 00
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411 CB 19, ITYPE
STA: 1$+04.85, 26.38' LT
!-RIM= 41`19 70 0 SID 4(
1 IE= 41,530 12"� IN (N)
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DETENTION VAULT!
L11
C I
o I T SSMH j7, TYPE. 1 I
1130 LF 12"0 CPEP 0 0.507 B47, TYPE 1
�+Zz.z 12.159, 1
4(
RIM= 416.92 u
W/SOLI[ LOCKING LID
IE= 413.42 6"0 IN (\I)
j
1 EXSI_. SSMIJ TME '1 48"(' ,CB#6, T�11DE 1 RIM= 420.19
41
% 1 STA: 911,55, 5,.00' 1.1j, 'STA: 9-�,76.36 15.22' LT 41 IE 412.10 IN (N) I
CB#5, TYPE 1 2"0 CPEP SD @ C.75
IE= 412.92 12"0 OUT f (W)
3 LF 1 RIM-- /11:2�60 IIRIM= 4113,63 IE 412.00 To OUT
STA: 6+84.05, 40.33' IT
- ---------- !IE= 409 62
EXISTING GRADE @
'41
E= 409162 120 OUT (W
IE 4(5.83 6" IN (N)
406. _12�0 IN _E)
IE= 403.40 12"0 OUT (E)
ENTEqRtINE OF R.O.W
IE 4(5.83 6 IN (Nw) C
�NDJ STREET ROFILE
'3!
U _T i
fFE_ _4f 57.
SCALEd 1" 4)' HORZ PROP�FLOWLINE SED
GRADE @
1" V VERT
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CD CD C:::P (D C�p C�, c::o =1 C:) CD C5 I
6+00
0
(f)
CD
VERTICAL DATUM:
CITY OF RENTON, NAVD 88
BENCHMARK
CITY OF RENTON BENCHMARK #2104. 1- IP W/PLUG &
TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION
OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.=399.340
FEET (121.719 METERS)
0 ;7
6+40 6+80 7+20 7+60 81-00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12 +00 12 +40 12+80 13+20
3
SANITARY SEWER PIPE TABLE
(1) 411 LF 8"0 PVC SDR35 D3034 0 1.53%
LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END
STATION SERVIC E MAIN OF
SERVICE
10 0+00 STA: 9+11.55, 5,00' LT S-1 A: 8+52.41, 40.00' LT 405.91 409.41
9 0+00 STA: 9+11.55, 5.00' LT STA: 9+11,55, 40.00' Lf 405.91 410.46
8 0+32 STA: 9+43.48, 5.61' LT STA: 9+43.48, 40.00' LT 406.28 411.44
7 1+32 STA: 10+43.48, 7,54' LT STA: 10+43.48, 40.00' J 407.82 412.69
6 1 +52 STA: 10+63.48, 7.92' LT STA: 10+63.48, 40.00' LT 408.12 413.57
5 2+52 STA: 11+63.48, 9.84' LT STA: 11 +63.48, 40.00' LT 409.65 414.17
1 2+72 STA: 11+83.48, 10.23' LT STA: 11-1-83.48, 40.00' LT 409.96 417.40
16 ANASCHWEBM &
Awmm, Pac 32223 i
CIM �� & PROJECT EMOEUM
705 SOUTH 9TH STREET Buw (253 ) 272-4451
oi SUITE #303 Far (253):272 4495
Mag= 09/20/08 TACOMA, WA 98405 bschwe&ftsn.com
CI I T OF RENTON
UIN
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE
SANITARY SEWER PLAN AND PROFILE
NE 2ND STREET
DESIGNED: BAS DATE: 04/14/08 FILE NAME: 06057-017
DRAWN: TAS
CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE:
NO. REVISION BY APPR. DATE APPROVED: SHEET: 0-17 OF: 23
DIRECTOR OF PUBLIC WORKS
ij
6+00
0
(f)
CD
VERTICAL DATUM:
CITY OF RENTON, NAVD 88
BENCHMARK
CITY OF RENTON BENCHMARK #2104. 1- IP W/PLUG &
TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION
OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.=399.340
FEET (121.719 METERS)
0 ;7
6+40 6+80 7+20 7+60 81-00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12 +00 12 +40 12+80 13+20
3
SANITARY SEWER PIPE TABLE
(1) 411 LF 8"0 PVC SDR35 D3034 0 1.53%
LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END
STATION SERVIC E MAIN OF
SERVICE
10 0+00 STA: 9+11.55, 5,00' LT S-1 A: 8+52.41, 40.00' LT 405.91 409.41
9 0+00 STA: 9+11.55, 5.00' LT STA: 9+11,55, 40.00' Lf 405.91 410.46
8 0+32 STA: 9+43.48, 5.61' LT STA: 9+43.48, 40.00' LT 406.28 411.44
7 1+32 STA: 10+43.48, 7,54' LT STA: 10+43.48, 40.00' J 407.82 412.69
6 1 +52 STA: 10+63.48, 7.92' LT STA: 10+63.48, 40.00' LT 408.12 413.57
5 2+52 STA: 11+63.48, 9.84' LT STA: 11 +63.48, 40.00' LT 409.65 414.17
1 2+72 STA: 11+83.48, 10.23' LT STA: 11-1-83.48, 40.00' LT 409.96 417.40
16 ANASCHWEBM &
Awmm, Pac 32223 i
CIM �� & PROJECT EMOEUM
705 SOUTH 9TH STREET Buw (253 ) 272-4451
oi SUITE #303 Far (253):272 4495
Mag= 09/20/08 TACOMA, WA 98405 bschwe&ftsn.com
CI I T OF RENTON
UIN
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE
SANITARY SEWER PLAN AND PROFILE
NE 2ND STREET
DESIGNED: BAS DATE: 04/14/08 FILE NAME: 06057-017
DRAWN: TAS
CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE:
NO. REVISION BY APPR. DATE APPROVED: SHEET: 0-17 OF: 23
DIRECTOR OF PUBLIC WORKS
ij
16 ANASCHWEBM &
Awmm, Pac 32223 i
CIM �� & PROJECT EMOEUM
705 SOUTH 9TH STREET Buw (253 ) 272-4451
oi SUITE #303 Far (253):272 4495
Mag= 09/20/08 TACOMA, WA 98405 bschwe&ftsn.com
CI I T OF RENTON
UIN
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE
SANITARY SEWER PLAN AND PROFILE
NE 2ND STREET
DESIGNED: BAS DATE: 04/14/08 FILE NAME: 06057-017
DRAWN: TAS
CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE:
NO. REVISION BY APPR. DATE APPROVED: SHEET: 0-17 OF: 23
DIRECTOR OF PUBLIC WORKS
ij