HomeMy WebLinkAboutzS-0170SetSANITARY SEWER
CITY
OF
RENTON
I
PUBLIC WORKS DEPARTMENT
WARREN C. GONNASON, DIRECTOR
CITY OF RENTON
DEPARTMENT OF ENGINEERING
L.I. D. 285 / S - 170
=-l- I DATE-- I FILE NO.-
DRAWN-
CA E--- F!FLO 800��AGE-
SHE --OF-
REVISION -Y A I.. DATE APPROVED OMZ244-�-�-
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TUK\,,/ILA CITY LIMITS
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RENTON C(-VY LIMITS
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SANITARY SEWER
.N . . . . ...... . .. .............. ..... .....
Jo---
0
SE-C'rl0tl LINE.
I--,"
SF-C-T-tC)t-4 CORNEF
OF 7'Z° METRO SEWER
15' EASEMENT'.
6-,rIS7- IW-7-RO A-fl-1
A-111-A-11
AerF�Fllv,57 Xfh�
S'- OF -5G" ME-FRO SEWER
10' 1=-AlBEMEN7-.
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S-170
pY N.E. CORNER OF HENRY ADAMS CITY OF R E N T O N
DONATION CL-AIM NO. 43 ENGINEERING DEPARTMENT
VICINITY MAP
SANITARY SEWER Ll`C?.285
IOW. 43R0- ST. t WF-,sT VALLEY ROAD
—
DESIGNED_ FILE 140.
DRAW—
CH6CKE0 SCALE F—D 600K =AGE—_
APPROVE NO, REVISION BY A,?!FR. DATE �PP F
1.
12
METEIi'ING M4.--
EXIST. MET90 M-1
UNDERGROUND TELEPHONE
TELE. CO. TO BE CONTACTED
PRIOR TO EXCAVATION
BAB - 0212
IETRO ESM'T.
--25' CONSTE EASEMENT
_ ORIGINAL CENTERLINE
_10' LITILITY EASEME-NT --
PROPERTY LINE°
PLAN VIEW
STA. 0 +00
e
Lr"
pG/
P�N�.
VLL TERING MANHOLE- PER
1
I
3 M42 N 87_°.45 52 W
;p METRO SPECIFICATIONS
e`
o� 0:
ML
70,0 20, 7/ " TOP 2D, B2_
I
EXIST. 72" METRO
SEWER LINE
:..
TOP OF MANHOLE TO BE
r
uc DETERMINED IN FIELD.
A 10' D. 1. PIPE
D NOT SCALE^ a'
I
Imo~
Cored hole. Pipe to be cut
°p flush inside. Baakfill with
15' UTILITY EASEMENT
30' CONSTRUCTION EASEMENT
wl
z
J
a:
W
a
3
NI
wire fence
PLAN VIEW
VLL TERING MANHOLE- PER
SCALE: 1 = 40'
I
;p METRO SPECIFICATIONS
e`
o� 0:
70,0 20, 7/ " TOP 2D, B2_
° o °
EXIST. 72" METRO
SEWER LINE
:..
A 10' D. 1. PIPE
Cored hole. Pipe to be cut
°p flush inside. Baakfill with
O
non- shrink grout per 0.00364
°METRO Speci icatio ail °: a a
r'C1. °,,24 0/P..,
ai. o a '' a v' ACTUAL INVERT: TO BE DEFINED IN FIELD)
W . .?.V/
9
-f+�( 4-04
°; o CEMENT CO
6 „MIN.
\Engineer.
5 =.0, 00!59 FT /FT
NOTE: Protect METnbolon d soil loads.
Proposed mtion must
approved by
I
TOP 20, 72 _
%DP 25, Pd
3t�
METERING Mi
3
STk -7*96-
3 0
=18�4M M 2 f
SEE E>ETA(L ABOVE) TOP IS, _91
— ��rr'.;3
EXIST CL PROFILE
?OP /5, t5
12`C.I. WATERLINE
TOP OF PIPE = I1.35'
20
O' A'.pE
20
METRO
7P LINE 1O
F1A4Vt74,eEXIST,
ILOWlUetL
-88780 -/D D, t, P /P6
; O' 1e �� °�
10
2/!- /A” At P /PE
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'
-
n-= B.e6364 FTlF:F
S- 0.0e364 F/FT-
5= O. 003 FT /r T
p
0.00374 T1T . _
0
P/
/A/!! 4. 7!
` /tip 3�3P
PROFILE
Ry' /0IP/ P /PE
Be' — te- al. p,I H0RIZ.: I"=
= 40
10 +00
S-170
Be- f6"9;FEft V E RT.: 1"
_ 10'
9S�' l8'� S7`EEL CASlN6
0 1+00 2+00 '
3 +00 4 +00 5 +00
6 +00
7+00 8+.00
9 +00
SANITARY
SEWER LID 285
S.W. 43rd ST
and WEST VALLEY RD.
GECASE
5 -7 -74
GE CASE
AS NOTED
7
DOWER CABLE
R TO EXCAVATION
TION
3 +00 AHD.=
3 +80.16 6K.
a m
s(D
00
0 m
w 00
z
0
a
w
Tap P lee ¢P TOP 2LSS
30 pop 20, i3 "M s ml 6 _ 1 30
dH 4 _.Sr4 [8;t7, 7-
,ee I3fD /. 03
//f 00, 83
2� EXISTING (L PROFILE -,
-�� 20
1 377 /0 i0
10 H
10
6-0.09364 CT /CT
J ^R 0.00982 F7 /FT
-. J- 6.60.'31.64 FT,'F:1
5z 49,00294 F711c'11
-1- Nor -ie�s-
llJl/ : 70.20°
0 //✓V 7.36
7 1i 9 //
0
10+00 11+00 12 +00 13 +00 14+00
15+00 16+00 17 +00
18 +00
S-170
PROFILE VIEW
SANITARY SEWER LID 285
SCALE: HORIZ. I "= 40'
"=
SW 43rd ST. and WEST VALLEY RGAD
VERT. I 10,
IGECASEBY
GECASE 5-9-74
AS NOTED
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STA. 19 +00 J
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w STA.20 +24.5 a
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STA.21 +4723
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STA. 22 +59.73 E/W
19
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2
STA. 7 +07 N/S
SEE SHEET 3
_20
_SEE
SHEET
R.R. TR.
rR.R.TR.
STA. 19 +64.54
STA.19 +76.14
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n c\j SCARSELLA BROS. JOHN T. WELCH S. J. D E ARINGER S.J. S. J. DEARINGER RELCO
w DEARINGER INVEST CO.
z
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—30' TEMP. CONST. ESMT STUB ONE (1) LENGTH OF 6" CONC. PIPE TO N.W.
CHANNEL TO INVERT OF MANHOLE
M.W. LOTTO W
Z/DEAR
-15' PERM. ES MT W INSTALL 373-8" SEWER PIPE
w 10 W W
w w NH 11 w
w w w
w Sle 15168- w
w w w w 19too.70
F 6 0 0 w 6 0
_uT
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w + 4-
21tOO 0 112-3too
ro 14fOO 15tOO Ir (D 18 ED 19+0 20100 7 - "I 22fC,
12+00 13too 1;6+00 foo 0
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w--_— — — — - — ------------ - — - — --- — — --------------------------------- — --------- -------------- • -------------------------------------------- -- — — - --- — — _. -------------------- --------------- -------------
--------------- ka ----------- --------- — - ----------------- -- — --------------------- ------
------ ------------------------------------------------- ------------ — ---------- — ------- - ii:4 7 12
w :::2� T Z_
ul INSTALL 400'- B!' SEWER PIPE 7.5 INSTALL 400'-B" SEWER PIPE INSTALL 40O -B" SEWER PIPE 50 Sic. 22f73.70
U)
ull Id OLYMPIC 14" OLYMPIC PIPELINE
PIPELINE ESMT.
—TRAVERSE LINE -----PUGET —SOUND —POWER LIGHT R/W3_
Ilk
CONTACT OLYMPIC PIPELINE CO.
0 PRIOR 6 TO CONST. FOR EXACT LOCATION 50,
4-
cnl
NOTE:
PLAN ALL TEE LOCATIONS TO BE CLEARED WITH
SCALE: 1" = 40' PROPERTY OWNER PRIOR TO INSTALLATION.
ALL WORK SHALL BE PERFORMED IN
ACCORDANCE WITH APWA SPECIFICATIONS
TOP 276-9
-APPROXIMATE PROFILE
TOP
1'9-1-00.1*0
WH 12
W10 S TA 2 2 t-7 &(�C
'5� F99 -48 _
70)0
20 ---------- ----- - - - - --
--------------
PIPE
4 B' B" SEWER - PIPE - 5 =0.0040 FT/FT
zt�
:3w jr 49,152e-R9 11711-7- S- 67
10 w 5 (n
ta
W A111 7,54
2 Ln 1101 14,41 VW, 1A1Y 17 94
0
12f00 13+00 14+00 15t00 16t00 17+00 18+00 19+00 20+00 21+00 22+00 23100
S- 170
PROFILE
SCALE: HORIZ. I--"4d
VERT. 10'
SANITARY SEWER L.I.D. 285
S.W. 43 rd .ST. WEST VALLEY ROAD
GEL. 11-13-73
M.KM.
AS—BUIL BY 7 AS SHOWN 273
410
I,_
LLI
uj
X
-i-
3�
uj
7- �21�IJ5717'1
SEE SHEET NO. 7
ryll 1 Z)
STA. 0+ 19 N.
STA. 22+28.5 W
lO' PERM. ESM'T.
120'
11+00
JOHN N. ANDERSON
(D
F BARTOW FITE JU
e
K W. LOTTO
507
INSTALL 276' -8" SEWER PIPE
INSTALL 276'- $",SEWER PIPE 0' TEMP CONST ESMT
30 TEMP
co uj uj
W S
TUB TO WEST W' ui 1.411 13 w 61 w ui PERM. ESMT. w
uj _4+ ui E. h-
_sf�fta+ - w 8 1 0 Lu
10 Sta _(tO7 0 0)
LO
to to 4- 4-
4-
c\j n
12too r -5 t�o M_. _1 6i00 (D no 8t00 4+00 0
...... . . . ......
14 44
---------- - --------------------- - ----------- - ------ - --- - ------ ............ ............................................................................................................................ -------------------------- ----------------- - - - - -- ..•.................. ................. ------ ---------_----
t, z Mi 14 f 10' OLYMPIC PIPELINE ESMT L75'
S1. 0+ 00 N a 0155 14"H.P OLYMPIC PIPELINE
St a. 22 + 285W cl/ eHp ol mommo�
CONTACT OLYMPIC: PIPELINE CO
�PRIOR TO CONST FOR FY-- Q"-Q-1
PUGET---SOUND --- POWER —E- LIGH R/W
to' SEWER PIPE
(SEE S HT 4)
PLAN
SCALE: 1=40
INSTALL 393'- 8" SSEWER PIPE
w <
F-
I \ SIG fli-00
0
ui
11+00 12100 J uuj'
----------------------------------- ....... ----------- - w uj
V)
50
NOTE:
ALL TEE LOCATIONS TO BE CLEARED WITH
PROPERTY OWNER PRIOR TO INSTALLATION
ALL WORK SHALL BE PERFORMED IN
ACCORDANCE WITH APWA_. SPECIFICATIONS
10
III. MH 15 30
/—Stu.-0-+19 IN NH 14--
Sta, 22 +28.5 W 13 M-1 8
ir
Sta 7+ 07
MP, _24,17, pjar,
;rcp 04, 1 14 TOR:OF PIPE 15.2± rota 2-R, 57 Mi 9
st(,
—OLYMPIC PIPELINE- 14"O.D. Sto iltoo
20 l7g 20
LIS3 6 E SEWER PIPE uj
WER
136- 8" SE PIPE 7119 5f�o, z V)
0 0', FT /FT ::i Gi
0068 FT/FT ego, eo e 49 UJ
9" SEWER PIPE
to \—INV, 1723 Z_ w
10
//VV 13 59 -A/ //VV /0, 14
r?
F-j h(Al 13, 96 ZI N V. 8:,
51 Xy , 11p,,
V
0 U- - E, //V/ A? 0/ 0
rn
uj
0+00 1+00 2f00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
S- 170
SANITARY SEWER L.I.D. 285
S.W43 rd ST a WEST VALLEY ROAD
PROFILE EC .
SCALE: HORIZ Cz40 G, 11 -12-73
VERT: I" =10' M H M
Ate✓ BUIL T_q11v1;74 z3K c1,4. AS SHOWN 273
410
12 -44-3
l 30' TEMP. CONST. ESMT.
�— 15' PERM. ESMT.
N fvH 14 (MIY BE DELETED.)
� ST A 1 +55
FOR THIS LINE
SEE SHEET 5
td 43 N -- N - m -- N -/ -N 14 -N Q -N -- - - - - -- it -- -Og -- - - - - - ®- 7
v m
� 6
STATE RAOALL ry I i POWER /H� HERMAN KATNERYN KATNERYN HAZEL W1LMA W/L MA JOHN �i
WASH. ANDERSON ANDERSON HASS BOW BOW MICHAEL 0 w - ANDERSON WEITZEL
0
ro m 11-P
m.
:) W M Y L C I 1
V V IL r; D
0 0 U1 JI t9 I s 50 I 50'
h r y i9 O w
+ N N N N Q N tll +
•� N N 1 a0 G UTION U E EXTRE E CARE + + N + I j
N ._�i r HERE CR SSING IZ" WATER MAIN.�9 N N d .'N
r r •
o •
N N N N ,�„
1 ..
J --A.6 INSTA L 371 `3' - B" CON P( E I1 ; o o •
---INSTALL 40 8 CONC. PIPE Sta E
- -_ _— Mi 17 _ - - -.
-- - —3 —. .�..�. � �. v. �. �. �:. �.�...e. �.. e. —. ..— .— ..— ..s.:— .---- .F...— .. —. —. — 1e..— .— .v. —.e. - -- —. —. —. e...— . —. - -- — �.�. QKing Co. Mon. B 139
26 +00 p
.� .. 30
a3 STUB TO wEST1 I in 7- Mi 15 19:
SIG. 30+00 - 12" C.I. WATER
[`
131 +00 30 +00 X29 +00 128 +00 27 +00 �26 +00 25+00 24 +00 23+00 Sta. 0 +19N 22+00 +OC 20+00
K 21 +05:14
..................... ............ .................. ..............�....... f '
.,.- ..................... ......................... .................. ......... ......... .....,. -
..... ....... ....... .......... :.....�.....,.. ........,.., . ..............
31+ 32 .97.:. ......................... PK. ...... o...... ....... ............._.- ...... 28 +35.34 .. • ...... .....3. ....�.r,. ... ..a R -26 +5530 _ -... - .__ -__ _:.. -_ ._.__ _- .... T(24 +00.70:•. ........... - ___ - LCT(22 +13.43 7(21 +70.65
- - 30
2 GAS F 16 ST. -HP GAS
-. (.. ......... . .............:................. ..................... .........- ..................: .... ,................ ......- ...:.................... ... ................,... ...........::�,a.,<..,........, ............................ �..:.... ............
iivs ®iv ®rriioisia��iiisii .. ......... ........... ........ R..
CITY LIMITS 1 PROP 12 "OLYMPIC PIPELINE CITY LIMITS
-�{ 10' OLYMPIC PIPELINE ESMT.
4\
} ;
14" H.P. OLYMPIC PIPEL_IN'E
NUTS = WHERE THERE IS APS EX(STING HOUSE OR SUILDI�,IG THE
CONTRACTOR SHALL MAKE SPECIAL_ EFPORT TO \/ERIF`f THE
LOCATION OF STUBSc TEES WITH THE PROPERTY OWNERS.
P PLAN
SCALE: I "= 40'
e r j ALL. WORK SHALL BE PERFORMED IN
f
ACCORC�ANCE WITH APWA SPECIFICATIONS,
_ - 401
M-1 14
X.
St4. 3,0: +00 �; PROFILE
i 12
M
M-1 13 Sta.22-F285'E.�W.
APPROX. LOCATION OF Sta.- -26 +00
STA.O +19 hl./S. : 30'
R MAIN.
2128.- 21 ' i� ' 2108... r---------- - - - - -- -------------- .----------- �-- - = - -i -_— - - - - -I -- - - - -- �
1908 1900 1
t
1830 20'
400'- 8" CONC. PIPE 0.5
8 ":STUB TO WEST
371-5-'- 8" CONC. PIPE 0.5
INV. 21Ab
INV. 19.09' 10' z Z'5' . .
3f too 30+00 29 +00 28 +00 _ 27 +30 26 +00 25 +00 24 +00 _ 23 +00 22 +00 21 +00
S-170
WORK NEVER DONE
SANITARY SEWER LI D 285
PROFILE
SCALERO HoRlz._; - 40' S.W. 43rd ST. find WEST VALLEY ROAD
VERT. I"= 10'
R.E.Jensen 4- 25 -74
-
UIL R.E.J.
S-
AS 9//0/76 SHOWN 217 22
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