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-274272
ROLL 150 0487
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ENGINEERING DEPARTMENT
S
Q.. 2nd S
lo,g-,a,,,,n - ave. so.
STORM
S;EW.ER
PROJECT
UA B s -1-102 (1 J8)
JACK WILSON - DIRECTOR OF ENGINEERING
CITY ENGINEER'S OFFICE RENTON, WASHINGTON
oeluM �NOTE*
WORK R K BE PERFORMED
IN ACCORDANCE WITH A.P.W.A.
U.S.C.&G.S SPECIFICATIONS.
ACRORLIMED
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SOUTH 2nd STREET
STORM SEWER PROJECT
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L cuuvu e n y
iklSTI"G PROPOISED _Q - i Y III r 7� /
3 ' �' i1 --• -I 4�2 �'
ORM $EWER D —Sf D ST —i 2:: h� III 1 \
NITARIY SEWER —S— SI (I
ORM IMANFIOLE
SI OST •ST 5 app r I F "I
NI AqY
— a a
IDE 6ROU GAS
D -
I
IDE R
GROUD TELEPHONE T.— - - 1 6 -
IDERGROUND POWER P / - {
ILITY ,VALVES 4W DG
3E HYDRANTS R z
IF I a
1TER MANHOLE O W a /•
RINK OHUT-0 HOLE.
-
WER
YPOLE
3NAL POLE
HERS- -SIGNS
1TER METER
S ME TER ❑ G
EEL LID -
�TCH BASIN ® ■ I' ` -T i — � , d I .
)NU,M €NT I I �l
ME IG BOX
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I
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0 4
V
NOTE pp ` /�
FIRST NUMBER OF CODE REFERS TO TrE =HEE � NJVBE� I I �I I NOTE
)T
OF THE CONTRACT PLANS. THE SECOND vUM B'_R REFERS U Iwf i V O ice. TO THE STRUCTURE ITEM ON THAT PARTICULAR SHEET.
CODE h- LOCATION INSTRUCTION
3 -I l a`TA 14 +37.9 LOGAN LT 75 SEE CONSTRUCTION NOTE L CONNECT TO MANHOLE 3 2 WITH 1680 OF 24�CONCRETE PIPE. (MANHOLE 72-4)
_ -_
- - _- -- _. - _-
3 -2 STA 16 F05.9 LOGAN RT 2.3 SEE CONSTRUCTION NOTE I. CONNECT TO MANHOLE 3 3 WITH 320.58 OF GO CRETE PIPE (MANHOLE 72 4v.
3 'STA 19 26.48 LOGAN RT 2 3 SEE CONSTRUCTION NOTE 1. CONNECT TO START OF PROJECT WITH 304 OF 24 CONCRETE PIPE. jMANNOLE 724)
3 T-
_- - -_ -_ - -_ -- - -_ - _.- -
3 4 :STA 12 +70 LOGAN LT 20 8 SEE CONSTRUCTION NOTE 3. CONNECT TO 24 PIPE AT 12 +70, LT 6.0 WITH 14 OF 6� CONCRETE PIPE STUB OUT TO P /L.
_._ - - _ -- .. -- - - "_ -�
-. 3. 5 STA 12 +70 LOGAN RT 20 8 SEE CONSTRUCTION NOTE 3 CONNECT TO 24 PIPE AT 12 +74 LT 6 O WITH 26� OF 6 CONCRETE PIPE. STUB OUT TO P /L.
- - - -NOTE -- -
_ 3 6 ISTA I6 OS OAID LOGAN LT 203 _ SEE CONSTRUCTION 3 CONNECT MANHOLE 3 2 WITH- 220F 6 CONCRETE PIPE. STUB OUT TO P /L. -
�3 7 STA 16 0508N LOGAN RT 21 O SEE CONSTRUCTION NOTE 3. CONNECT TO MANHOLE 5-4 WITH_ 19 OF 6" CONCRETE PIPE. STUB OUT TO P /L.
3 STA 18 +84_ LOGAN LT 21 O SEE CONSTRUCTION NOTES 38 4 CONNECT TO EXISTING DRAIN LINE AT 18+80 LT 180 WITH 3 OF B CONCRETE PIPE.
1
- -- l
_.. -.
3 -9
STA 18 +84 LOGAN RT 21 O
SEE CONSTRUCT_I_ON NOTES 3 8 4. CONNECT TO EXISTING DRAIN LINE AT IB #80 RT I8.0= WITH 3 OF 6" CONCRETE''. PIPE.
_
CITY OF
_
PIPE:
3 -10
STA 19 +31.48 LOGAN flT 31.0 I
SEE CONSTRUCTION NOTES 3 B 4. CONNECT_ TO EXISTING DRAIN LINE AT 19 +29. RT 330 WITH VOF 6° CONCRETE PIPE. -
ENGINEERING C/EP \RTM ENT
V WITH 17, CONCRETE PIPESTUB OUT TO P /L.
3 -II
STA 20 +SO.SOLOWIN
CONSTRUCTION NOTE 3. CONNECT 70 24 PIPE aT 20 +50.50,RT 2.5 WITH 23 OF 6° CONCRETE. PIPE. STUB OUT TO P/L
SEE 6"
_LT
+48 LOGAN RT 21A +
SEE CONSTRUCTION NOTE 3._ CONNECT TO 24' PIPE AT 20 +48, RT 25' WITH IB' OF 6 CONCRETE PIPE STUB.OUT TO 'P /L.
IETE PIPE INSTALL SPECIAL :SIDEWALK LID.
+23.2 LOGAN LT 16.0 TO
CONNECT EXISTING MANHOLE AT 19 +23.2, LT 16.0 TO MANHOLE 3 -3 WITH 23 OF 12 CONCH- PIPE. PLUG EXISTING 12 D 1 LUIS NDRH
a3-2STA
+29 LOGAN RT 6.0
+80 LOGAII LT
ST UB OUT 24 OF 6 CONCRETE PIPE TP+80 LT 6.Q PLUG END OF PIPE.
_ I qoo NorE
--
BUILT
-}-
S 6 -CN�1 -5-1
FB 340LOH.
+80 LOGAN RTUB
OUT 36 OF 6 CONCRETE PIPE TO P/L FROM 24 PIPE AT 13+80, LT 6.0. PLUG- END. OF PIPE.
E
-�
- -
'-
-.-
LINE. C WITH 51 OF 12 CONCRETE PIPE.
ONNECT TO:MANHOLE 5 -I
WHOLE (MANHOLE 72 3I 1 `.
3 -I6
STA 17 +607 LOGAN HT
STUB OUT 24 OF 6 CONCRETE PIPE TO P/L FROM 24, PIPE AT 17 +60.7 RT 6.0. PLUG END OF PIPE.
3-17-
ST LT
STA 17 +832
STUB OUT 36 OF 6 CONCRETE PIPE TO P/L FROM 24 PIPE AT 17 +83.2, RT 6.0. PLUG' END OF PIPE.
3 -18 -
STA 7 +84 RT 18.0
SEE CONSTRUCTION NOTES 384. CONNECT TO EXISTING DRAIN LINE AT 7 +64 TOWN RT 17.0' WITH 37 OF 6 CONCRETE .PPE.
3 -19
STA 7 +91 BIN LT 2L0
SEE CONSTRUCTION NOTES 384. CONNECT TO EXISTING DRAIN LINE AT 7+91 TOBIN LT 13.0 WITH 3.OF 8° CONCRETE PIPE
0489
3 -20
STA 10 +42.75LOGAN HT 21. ®r
SEE CONSTRUCTION NOTE -3 TO 24 PIPE AT 10 +42.75, LT 6.0 WITH 26 OF 67 CONCRETE PIPE.
24X
4 -1
STA 20-14.12 S 2nd RT 14 BS'
CONSTRUCT SPECIAL 6 DIAMETER MANHOLE. CONNECT TO MANHOLE 3 -1 WITH 451. OF 24 CONCRETE PIPE:. (MANHOLE vT2, CHANNEL DETAIL 72 -7)
10 +34 BURNETT RT 18.0 I SEE CONSTRUCTION NOTES 384. CONNECT TO
4 -12 1 STA 26 +74 S 24d HT 20.0 1 SEE
DN NOTE I. CONNECT TO MANHOLE 4 -2 WITH 480.6'
so
N NOTE CCONNECTAMANNOLE 5 -1 WITH 44V OF 6" C01
4+71 BURNETT RT IB.4 7. wrva.....,�n
9 +67.4 BURNETT LT 64.37 1 SEE CONSTRUCTION NOTE 3. CONNECT TO
9 +70.5 BURNETT RT 19.73 SEE CONS NOTES 3 +4.
TRUCTION CONNECT
Swp - ?7.172 -
R 0 r
I
L'L =
PIPE. (MANHOLE 72 -3)
BETE PIPE. MANHOLE TO BE CONSTRUCTE0.,OVE2,EXISTIN6 DDRAIN -LINE.
MANHOLE. (MANHOLE 72 -3):,
CRETE PIPE. STUB OUT TO -EAST -WITH -.12 CONCRETE PIPE. (MANHOLE 72 -3)
PE. STUB OUT TO P/L
ANETT RT 14V WITH 8' OF 6- CONCRETE. PPE:
14P-E. STUB OUT TO EAST WITH G7 CONCRETE PIPE
!' OF'6" CONCRETE PIPE.
ONCRETE PIPE.
ETE PIPE.
25 OF 6 CONCRETE PIPE. -
:BETE
PIPE' 72 -3) - -- --
CONSTRUCTION NOTES
NOTE I. CONSTRUCT MANHOLE AS PER DETAIL SPECIFIED.
SEE STANDARD PLANS.
NOTE 2. REMOVE EXISTING MANHOLE. REMOVAL TO BE INCIDENTAL
TO CONSTRUCTION.
NOTE 3. CONSTRUCT TYPE I CATCH BASIN. IN SOME LOCATIONS
A TYPE I -C MAY BE REQUIRED.
NOTE 4. REMOVE EXISTING CURB INLET. REMOVAL TO BE
INCIDENTAL TO CONSTRUCTION.
NOTE 5. REMOVE EXISTING CATCH BASIN. REMOVAL TO BE
INCIDENTAL TO CONSTRUCTION.
b =427203
CITY OF
REN TON
PIPE:
ENGINEERING C/EP \RTM ENT
V WITH 17, CONCRETE PIPESTUB OUT TO P /L.
_
IETE PIPE INSTALL SPECIAL :SIDEWALK LID.
_ I qoo NorE
--
BUILT
-}-
S 6 -CN�1 -5-1
FB 340LOH.
�.'li.0
i
___� S/
5 9 73
E
-�
- -
'-
-.-
LINE. C WITH 51 OF 12 CONCRETE PIPE.
ONNECT TO:MANHOLE 5 -I
WHOLE (MANHOLE 72 3I 1 `.
0489
24X
NOTE
FIRST NUMBER OF CODE REFERS TO THE SHEET NUMBER
OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS
STRUCTURE! !(MOTES
CO�
LOCATION
INSTRL)CTION:
STA7+16 3 WELLS RT 5_ �9'
-j- WITH 268.0 OF if' CONCRETE PIPE, (MANHOLE 72-1) SEE CONSTRUCTION NOTE I: CONNECT TO MANHOLE
1
STA 7+06 WELLS RT Md
S_
EE CONSTRUCTION NOTE 3- CONNECT TO MANHOLE 6 -1 WITH 18.0 OF 6 CONCRETE PIPE.
-4j- INSTALL SPECIALSI-DEWALKLID.
-OF
S 7+04 WELLS LT 11 .7 �:�
-k_UCT,6N_N0_TE 3 -CONNECT To MAIjHOLE6-F_ WITH 27 07 6" CONCRETE PIPE.
E�L.. T
-6- _4
:4
L§_ET_jB:j__'__
TA 9tA55.5 WELLS
--c-oN -woTE-i CONNECT TO MANHOLE 4- di WITH 3?.d OF 6�' CONCRETE. PIPE. STUB OUT TO F/L.
SEE CO?iSTRU TI _7
_91.5.4 WELLS RT I..Tj
-4 WITH 26.43 OF 6' CONCRETE
SEE CONSTRUCTION NOTE 3. INSTALL 'SPECIAL - SIDEWALK -LID. CONNECT TO MANHOLE 4 CONCRETE PIPE. STUB OUT TO P/L.
10+68 WELLS RT
SEE CONSTRUCTION NOTE 5. CONNEC- TO 12C PIPE WITH 5.0' OF C CONCRETE PIPE.
CONSTRUCTION NOTE 4
STA 9+78 W
zt
"EXISTING
�A 2644sq6s 3rd LT10.55'
SEE CONSTRUCTION NOTE I. MANHOLE TO BE CONSTRUCTED OVER EXISTING 8 DRAIN LINE- CONNECT 'e DRAIN LINES FROM CATCH BASINS TO THIS MANHOLE. (MANHOLE 72-3)
STA 29+42.6653rd LT 9.5
LIME,: BE CONSTRUCTED OVER EXISTING a DRAIN �AMAMHDLE r-- 72 �-
29+59.6 S 3rd LT I8.0 TO
CONNECT' EXISTING CATCH BASIN TO MANHOLE 7-2 WITH W, OF d' CONCRETE PIPE. PLUG EXISTIWQRUUN LINE AT CATCH - BASIN.
STA 29.47 S 3rd LT 10.0-
STA 29"&6 S 3rd RT IZO TO
STA 29+41 S 3rd L' 10.
7-2 WITH 28 OF 6° CONCRETE PIPE. PLUG EXISTING _DRNW_LfNE m. c
CONNECT EXISTING CATCH BASIN TO- MANHOLE SIN
7777-7;
v-
8 -I i
U K
STA I�HATT 5
�i(MAN -�`MOT INSTALLED
CONSTRUCTION NOTE I. CLAY DRAIN LINE .�,i(MAN
SEE CONSTRU
TAi+ 2-40 HT 4f.0 �k
S 9+
N
... ....... CTION NOTE 1. MANHOLE BUILT OVER EXISTING 12° STORM DRAIN LINE- (MAIN
B-3
•
STAI5+OQ RT47.. 0
SEE CONSTRUCTION NOTE I. CONNECT TO MANHOLE 8-2 WITH 317.5' OF 12 CONCRETE PIPE � (MANHOI_Ff_U�H)X;l`
5 NOTE
8-4
-
T 0
STA-16-+14. RT 47.0
A�:
WtTH314.5' oF.l2° CONCRETE E-
OCT pip (MANHOLE
TO MANHOLES-31,
TO MANHOLE -Z5 WITH 1514
EE CONSTRUCTION NOTE 0 CT Lr
_C_
81:5
STA IO-H9.2b RT 61.4'
-2 WITH 39.d OF d' CONCRETE P
SEE CONSTRUCTION NOTE 3. CONNECT TO MANHOLE 8 IPE.
STA 13:�00.0 RT 62.0'
SEE CONSTRUCTION NOTE 3. CONNECT TO MANHOLE B-3 WITH 13.d OF CONCRETE PIPE_
STA 13 +28.4 RT 62.0'
SEE CONSTRUCTION NOTE 2. CONNECT TO CATCH BASIN 8-6 WITH PS.d OF 6" CONCRETE PIPE.
8-8
STA I
SEE CONSTRUCTION NOTES 3 AND 4. CONNECT TO MANHOLE 8-3 WITH 75.0 OF 67 CONCRETE PIPE.
8-9
STA I iW+re3 RT 47.2
I SEE CONSTRUCTION NOTE 3. CONNECT TO 127 DRAIN INE.WITH OF 6 CONCRETE PIPE.
PATCH BASIN TO BE CONSTRUCTED IN DRIVEWAY ADJUST GRATE AS DIRECTED LU UT LNUIN-1-
a-10
16 +14.68 RT 61.0
SEE CONSTRUCTION NOTE 3 CONNECT TO MANHOLE a -9 WITH' 15•dOF '6" CONCRETE'PIPE ,
_STA
ST. 16+50.92IPT 62.
CONCRETE E.
SEE CONSTRUCTION NOTE 3. CONNECT TO CATCH BASIN 8-10 WITH 36.35 OF e PIP
B-12
STA 16+16.0 LT 23.1'
6°.- CONCRETE PIPE
D 4. CONNECT TO MANHOLE E
SEE CONSTRUCTION NOTES 3 AN LE 8-4 WITH 68.d OF
8-13
STA 13+31.7 RT 21.
SEE CONSTRUCTION NOTE 5.
8 -14
STA 13+29.9 RT 38.5
SEE CONSTRUCTION NOTE 2.
8-15
STA 14+72.4 RT 45.d
SEE CONSTRUCTION NOTE 4m
STA 16+15.8 NY 41.
SEE CONSTRUCTION
B-17
STA 16+52 RT 48.0
SEE CONSTRUCTION NOTE 4.
8-18
STA 10+20 to STA 13+00.6
REMOVE EXISTING SIDEWALK AND CURB.
RT 45.d to RT 49.0'
STA 13+30.8 to STA 16+16.7
REMOVE EXISTING SIDEWALK AND CURB.
RT 45.0' to RT 49.
STA 14+12 NY 67.0
E CONSTRUCTION ROTE _OTE L MANHOLE TO BE, BUILT OVER EXISTING SANITARY LINE. CONNECT' TO MAN LE'i 8�20 WITH 88' OF A" CONCRETE PIPE.
PLUG E.,.-I.N. SANITARY LINE NORTH AT CATCH BASIN 8-9. (MANHOLE 72-3, WITH LID NAME CHANGEJ.,
SE � _iN
STA 14+48 LT 1&0
- ,
SEE CONSTRUCTION NOTE L MANHOLE TO 8 LE 72 4 WITH
...........................
7_
VwP-07 07L
T
ROLL 0490
,10427204
C I T Y OF R E N T O N
F N �. I N H'E R I N G DEPARTMENT
LA_. N
1 AL
nEVISLON a. 1 AFI -
log;
24X
I�
All I -_
I
9
N
N
g
s
a
EL 33.15 C u.
34 i —� EXIST. fj- PROFILE x
33 U 11
w
R• -6° WATER I
32 I 4' GAS I I
4" GAS 12" Cone. Pipe Stub
31
I a' WATER I I
I i i GAS_ _ — _G(relire) I
30 z' WATER
II — II
29 28.08 1 I II
28 I I I II I - - --
INVERT -
27 2]90
1=�
26 I i 17'.36.3" TELEPHONE
25 e' SAN, LINE I 'I
I If.
24 II
z4' s4rv. LINE
23 r�66 WATER
III
22 Ij
I
21 110+00 I I +00 12 +00
II
20
,m
19 +13.13 LOGAN AVE. S. I -
13
I j
10 +00.00 S. TOBIN ST.
Ifl +O 3 20.00
6 17
IS °1
Ii2T65
2be d
4 9.00 Iw -" - - - - --
N �
_ -_- - - - --- __12.yy - -
G. . --
W
W
_ s liw - -------- ----- - - - - -- - — -- --- - - - - - -- --
•
� GE 29.84 9 —L P/L
___________ __ ___ ________ ______ IE 2].6] IE 2].64
_ - E 2880 T 16 9
LOGAN AVENUE SOUTH
PLAN
SCALE: I " =40
a
S
m f
F � m
o r
EL 312] II
it s'
-------------- I
166.0 -24" Cone Pip.
451.7' -24" Conc. Pi e
S
P `0. 61 %
I3i00 14±00 15±00
PROFILE
SCALE: HORIZ. 1 " =40'
VERT. I "= 2'
I 1
1 3 dF 3i 1
m
O
f
N
-
-----------
___1
Uzi eeT
320.58 -24" Conc. Pipe
0
G
34
5.0.57%
IT
I
33
1
mEXIST
(L PROFILE
19 +00 20 +00 21 +00 22 +00 21�'�
32
-- - - - - --
W
r�=
x F
W
EL 29.9]
-
W
31
LOGAN AVENUE SOUTH
S 2nd ST to S TOI ST
Fl
�
n
— 30
12'• WATER
112'
DRAIN LINE
I
29
12" WATER (ri9M 91ef1)
II I
I
29
WATER EXISTING INVERT I
g. 26.61
I I
411
/- =- M1 =OTEF T_
^I 12 GR41N
III
r—
I
I I
}yi
LINE /�1
_(/ 44 "GAS
_-
�_
— —27
- - --
-_SAN LINE �) 1.2d' GAS �11
I.
2G
LINE
_
—�
d' SAN. LINE
12 WATER
e" SAN LINE
368.52'- 24" Cone Pipe S-0.24%
24
Uzi eeT
320.58 -24" Conc. Pipe
G
5.0.57%
100
1
17+00
18100
19 +00 20 +00 21 +00 22 +00 21�'�
INVERT
22.06 SOUTH 2nd STREET STORM SEWER
LOGAN AVENUE SOUTH
S 2nd ST to S TOI ST
4 STA 10 +00 to STA 22 2+33 3.43
�z�20S
C.M. 13 -4 -I
B.L.R.
AS NOTED _
- 1 AS BUILT FB.340/ 64 L.D.H. 5 -8 -73 - --
fJ dj. (? yz,7aa S MICROFILMED 4L
049
.24x
3 I 20 +2352 S 2.. ST. _
3 a l I 10 +00.00 LOG AVE. S. �1 \
4
# 0
W
Q j 21 Z
o �
CI
M
N
S
_= F
+I f
EL 3529 ¢.�
EL. 33.1
34
33
32
31
d• GAS 816' -21 Cone. Pipe 5 =0.26 %
30 III
29
TELE.000T
28
El 2].90 I- EL. 28.08
27
26 �I 2L o
25 —���
_ L.P.P.L.
24
20 +00 1 +00 22 +00 23 ±00
I I 1 1
R
10.00.00 WILLIAMS AVE
'e Q Drum
(By Others)
IBM
n' I
I �,I
1 I IIQ� �'II
II`> II
I
I a I ml
t �
SOUTH 2nd STREET
PLAN
SCALE: I "= 40'
J
1 ®�
WELLS AVE.&
ui
/
42
/
1
fil
e
yr�+'
i! °.
11¢¢
°+
■:
J
/
ui
/
42
/
1
e
yr�+'
ui
42
1
e
yr�+'
°+
7
EL 38.42
39
38
—
pa Stub 37
I1
EXIST
I
36
291:4' -5w
Coc. Pipe 5.0.35 %
c E
35
E LECTRICAL CONOUf�
64
4o /aD
34
EL
1
II EL40
\.0 16
—z96
I
33
p\Pe
--se
I SAN
SAN B tE_-
32
�TELE. CONDUIT
II
SAN. S�WE� --
31
- - - -
-�
30
g" SAN. SEWED
6�
5 I8" S. 2nd ST.
J
v
�EL.2 .
EL2912 12••BURNETT AVE. S.
29 +00
30' +00
1
31 00 32+ 0 I
PROFILE
SCALE= HOR
I ° =40'
1 °= 2'
�~
SOUTH 2nd STREET STORM SEWER
IERT
.
SOUTH 2nd STREET
LOGAN AVE SOUTH to MAIN AVE SOUTH
24 +00
25 +00
26+00
27 +00
28 +00
29 +00
STA. 20 to STA. 32+ 40.78
C.'N' .M.J. APril 20]2 13 -9 —I
G.C.
I AS BUILT
F.B.340/53 L.O.H. 5 -4 -73
.J. M.J. s Shown 284
4 9
MICFOFILMEG d
-
rt
�zE
�
"IG r
CITY OF SEATTLE
7 PIPELINE R/W
ti
BURNETT AVE SOUTH
PLAN
SCALE. IN= 40'
— — t
» — r
41 f
37 t _F'. 3 f 37
1 I 1
- 1 .. 3 VTEL35.0 ; - -- $ — ASiERLY 4 PROFILE 3.6`
- _� 1 1; i _ t — : EL.3529 1NI
F —3 �— +- 1 1 - j 35
35 t
1 +� �i 34
J I`
! _ �I I. ER
33
INVERT 9 TE
32
3: —� A1 3`j
{
- -_. .I VERT 1 - EIfIST 1� -- F 8 ..1- ; _ _ -- t
31126 TO M MH JNVERT I 1 5 4 3 t I 1 480 6 - ��., -- .30
• c
Roe
1 1 - _1-- -- I -.. _...
ATER i ` I L Y I B Son3 c
- --
T ?7? 7
15 +Oq j i - ,6 +00 t� °�_ B +I 0 -00 1010029
a
I
I Iz
1
- - 66 WATER
.
CITY OF RENTON
ENGINEERING D E P A R T M E N T
SOUTH 2nd STREET STORM SEWER
LE �. "` >—
BURNETT AVE. SOUTH
_
-
R Z f40 !
S.2nd ST. TO S. 3rd ST.
_ _ _
-
STA. 4 +40 to STA. 10 +00
7J__2 t
- FAS�
—-
1 13-4-
6 FB 340/58 LDH 1 5-7-73 5TE -
.,
AS NOTED IL , u 266.N„��32
wav s ow av nwvw oa.c nrNaovE � , OF B__
ROLL 1 50 0493 24X
�i
Z7:�z
N N
T
� a
c
N
U) WELLS AVENUE SOUTH m
PLAN
SCALE = P =40'
� 2FF
FZ
N II EL6.42 x EL
4O EL. 39.94 E%IBT OIL .39.13 40
qs
39jI fill t__ —_ Ww w 39
w
WMAIN L III Il ii ii — _-- -
II II II .-
38 38
I II II I I I 12 "DRAIN LINE
I . I II 11 I I 2' OA3
Cone. . I 1 I� bemem 37
37 2' GAS 1 �I'jl I�;I Pipe Stub "/�
I IIY'TELEPNGNE Il _
y'liyrl� IFI
26927 —(Z4 C, pip. O'WER
S =0.49 %
1 ,1 1 36
36 II WATER —�� s" vas IrAeeao _y I .-Ij
III Iu
' - - -__ – _ .. IN—T
35
35 sN U" _
I 6 54N 35]] I 1 3354
1 I I ___LINE_ �.
INVERT - -___ - - -- 'r INVERT �;. 0 WATER 34
34 IIII 1II 34.34 —_ —�; — —_ —_ 34.22 I I:: 30'x29°
lL� ---- - - - - -LL - -_ __ - -' F F Inner N MM 4 6, :r—TELE4"
L 33
33 u 31.5WATER - -' -- 8 See SA t 9 I °�e SAN. LINE
_____
�6fi'WATER -- __— BAN. LNE _ -- 11
32
31 I I I I I
WATER- -. _. 31
66' ;
30 4 +00 5100 6 +00 7 +00 8+00 9100 !10 +00 30
PROFILE
SCALE: HORIZ. I " =40r
VERT I% 2r
04 19,
40427208
SOUTH 2nd STREET STORM SEWER
WELLS AVENUE SOUTH
S 3rd ST to S 2nd ST
STA 4 +39.83 to STA 10+00
C.M. 13 -9 -1
B. L. R.
"Qeltl AS NOTED
6 6
m
MICROFILMED
_ - 1
24
O
r)
W
a
Q
_ J _
J
26 +39.56 S.3rd ST.
4 +39.85WILLIAMS AVE.S.
SO.3 r d. ST.
W 6fi'—L.
G 2° I.
a 6..
/p
N
W
N
a_
3
40
-- 39 3 �+
38 rn T
EL 3,.1,
37 _� —_ I —
J:l
34
33
31_
30
SOUTH 3rd STREET
PLAN
SCALE: 1 °= 20'
29 +39.56 S.3 rd ST. = 'i
4+39.83 WELL AVE.S. I
? -_
I PI
O
W
a
J w
J 2
W
�ILrrII
SO. 3 rd. ST
W 66" 61.1
� 2••C.t.
µ 511/2 "9.T.L.
_a 6..
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H EL 39.44
� Ealsfin°. g a.ufile
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- II
I I I
II
II
II
II
II
IL- -T
i
I I
40
39
38-
37
36
35
34
33
32
31 _
30
I
27 100 ... _ 29 00 : _ - - -, .. _ .. 30 +00
PROFILE SOUTH 2nd STREET STORM SEWER
SCALE: FILE I ° =2o' R SOUTH 3rd STREET
VERT. 1 °= 2' WILLIAMS AVE. S and WELLS AVE. S.
STA 26 +39.56 and STA 29 +3956
C.J. M.J. April 101972
Sleckline JJ. k Shown 296 40-
< I AS BUILT F.9.340/69 L.D.H. 5 -9 -73 CJ m.j
7 e
MICROALh D
—i — —
O[, [ I Y 11
ti
�I
10 +00.00 S 2nd ST = 13 +15.84 S 2nd ST= 16 +31.68 S 2nd ST =
10 +00.00 SHATTUCK AVE S 10 +00.00 WNIT WORTH AVE S 10 +00.00 MORRIS 1
N t �
I
i
-- P/L
IE 21.91 3 AGE 2].98
$ T g
S � -
-, IO o 11400 1240 T 13+00 l ; I o0 _ 15 00 _ I6 +00 J o o g 17 00
-- \ / -fifi W -O w g O \ , 19 / W W, 66 -W, \ tro w 6 =W =
ISLAND ISLAND - G 2 ST IP G
�, - -- ` - CITY " OF / l SEATTLE _ PIPELINE__
-- --
- - - - -- -- _ O _W-
`\ GE 28.41 - GE PA.45 7P/L
0 IE 115- 26.19 (O IE 2628
EE 26.09 (OUT) I I 13 ` i 16 4 4 I GE_
6` I =I s.d 11
Is iS I 9 I~ (' IE 26.89 IT
pE P9.00
18 3 s 14 IE26.60OU I � I
_ I IE 28.fi0 (OUT) m ;4d
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28 1.d� Cry•y ` W 30. 12d I'
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aG.d�
j
n
I-o fPp NF Qr% E 0 c.pped a' PP e Ir
SOUTH 2nd STREET
cn Rik 3
PLAN
SCALE: 1 "= 40'
10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 -0 16 +00 _0 17 +00
33.0 + a _ _
o ePN 10 + _ h �e� = r 32.0
32.0 r G o s _ N m _ - uN € €- v,
U) cup m v mm € am m a m e~/l�p EL 29.25 31.0
31.0 I y e", m I € _ _ _ _�- g cane IL Gr.Je
moo
I fE - - - -- 30.0
30.0 EL
_ - - -- - --
29.0
29.0
^// I - -- - -- 7
28:0 � � / 1z' 0 1 u Id x 30' Te1e 28.0
27.0
27.0 � 25 .47 - -- IIII inverlm s" 06
2613 6 �Or { Llne
- - - --
26.0 c " "j`, I Inrerl // .1z san Llv 26.0
Coeml 314.50 12 "C°kP e
e
250
25.0 - z„ _ - - - - --
Pr4P _d 12 OL�ne I `' Inrerl _ 24• /
311 .50 12' Co n. Pioe 24.93 I
24.0
24.0 o�mn
23.0
23.0 / mrerl 2z.31 - - - -- - - -- - - - - -- -
BB 6' Cant. Pipe
2
22.0
2.0
y/ 21.0
21.0 / 4
20.0 20.0
/ � I
19.0 PROFILE
F24" ° Lane SCALE: HORIZ. I "= 40'
18.0 - VERT. I "= 2'
17 0 _ SOUTH SOUTH 2nd STREET
SEWER
STREET
SHATTUCK AVE S to MORRIS AVE S
16.0 I STA 10 +00 to STA 16 +31.68
1. R/w -ZJ1.0
2 AS BUILT F.8.340/50L.0.H. 5 -3 -13 p3 aOTE0 2B8 26
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J
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ENGINEERING DEPARTMENT.
so.. 2 nd St.
1ogan ave. so.
-1.4, ------------------- -------
STORM SEWER
FRIO J E C T
UAS 8-1 -102 (17)& (18)
JACK WILSON — DIRECTOR OF ENGINEERING
- 61'-TY- EINGTNEHFV$ OFFICE RENTON, WASHINGTON
NOTE+
o�mM ALL WORK SHALL BE PERFOR40.
IN ACCORDANCE WITH A,P.W A.
US:c.a G:s SPECIFICATIONS.
1,1 /��6L� Glo.kr Ar,N
042742404
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RT,
ENGINEERING DEPARTMENT.
so.. 2 nd St.
1ogan ave. so.
-1.4, ------------------- -------
STORM SEWER
FRIO J E C T
UAS 8-1 -102 (17)& (18)
JACK WILSON — DIRECTOR OF ENGINEERING
- 61'-TY- EINGTNEHFV$ OFFICE RENTON, WASHINGTON
NOTE+
o�mM ALL WORK SHALL BE PERFOR40.
IN ACCORDANCE WITH A,P.W A.
US:c.a G:s SPECIFICATIONS.
1,1 /��6L� Glo.kr Ar,N
042742404
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IY SEWER
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NOT
BURNETT RT 18.0 SEE CONSTRUCTION NOTES 384. CONNECT TO E
S 2nd LT 32.0' -� CONNECT E %ISTING CATCH -B-A- SIN TO CATCH BAE
I
i
4 -12
STA 26 +74 S 2nd HT 20.0
4 -13
ST n RT 35:0
NOTE:
FIRST NUMBER
OF CODE
REFERS
TO THE
SHEET NUMBER
5 -I
OF THE CONTRACT PLANS. THE
SECOND
NUMBER REFERS
5 -2
STA 4 +78.5 BURNETT LT 54.0
TO THE STRUCTURE
ITEM
ON THAT
PARTICULAR SHEET.
5 -5
STA 9 +64 BURNETT RT 22.0
CODE
LOCATION
LOGAN
RT 60'
_ SEf
CONSTRUCTION
NOTE I CONNECT TO MANHOLE 3 -2 N
3 -I
;STA 15 +00
3 -2
STA 16+08.1
LOGAN
l
RT 6.0
SEE
CONSTRUCTION
CONNECT _
NOTE I CONNECT TO MANHOLE-3-3 V
3 -3
STA 19 +29.0
LOGAN
RT 60
SEE
CON STRUC710M
NOTE CONNECT TO bTART OF PROS
r
STA 12+7 0
LOGAN
RT 22.0
SEE
CONSTRUCTION
NOTE 3 CONNECT TO 24 PIPE AT 12
rl-
STA12 +70
LOGAN
LT 22.0'
I SEE-
CONSTRUCTION
NOTE 3 CONNECT TO 24 PIPE AT 12+
- -
STA16 +08.1 AND LOGAN
LT 220
1 sEE
CONSTRUCTION
NOTE 3 CONK. :T TO MANHOLE 3 -2
-__
-RT-22V-
-_
'
3 -7
STA I6 *08.1 BK
LOGAN
RT 22.0
_
_. SEE
CONSTRUCTION
NOTE 3. CONNECT TO MANHOLE 3 -2
-
SEE
CONSTRUCTION
NOTES 3 8 4. CONNECT TO E %ISTING
3 -8
STA 18+80
LOGAN
LT 22.0'
3
LOGAN
RT 220
*
SEE
CONSTRUCTION
NOTES 3 8 4. CONNECT TO E %ISTNG
19 +31
LOGAN
RT 33.0
SEE
CONSTRUCTION
NOTES 3 8 4. CONNECT_ TO EXISTING
-t
- --
_
3 -II
_,-
i STA 20 +44
�- -_
LOGAN
LT e2.0'
-_
RUCTION
NOTE 3. CONNECT TO 24 PIPE AT '
1
3 -I2
STA 20 +44
LOGAN
RT-2 2-. 0'
-�
SEE
CONSTRUCTION
_- -
NOTE 3. CONNECT TO 24- PIPE AT i
3 -13
STA 19+232
LOGAN
LT I6.0
TO
CONNECT EXISTING
MANHOLE AT 19 +23.2, LT 16.0 TO MAI
STA 19 +29
LOGAN
RT 6.0
-
3 -14
STA 13 +80
LOGAN
LT
_l
STUB
OUT 24 OF 6 _CONCRETE PIPE TO P/L FROM 24 I
3 -15
STA 13 +80
LOGAN
RT
I STUB OUT 36 OF 6
CONCRETE PIPE TO P/L FROM 24 PI
3 -16
ST A 17 +60.7
LOGAN
RT -
STUB OUT 24 OF 6
C ONCRETE PIPE TO P/L FROM 24" PH
3 -17
STA 17 +832
LOGAN
LT
-± STUB
OUT 36 OF 6
CONCRETE PIPE TO P/L FROM 24 PIP
NOT
BURNETT RT 18.0 SEE CONSTRUCTION NOTES 384. CONNECT TO E
S 2nd LT 32.0' -� CONNECT E %ISTING CATCH -B-A- SIN TO CATCH BAE
p- •7 -ts7z
NOTES
'' 0� 150
STRUCTURE NOTES
INSTRUCTION
8.0 OF 24 CONCRETE PIPE. (MANHOLE 72 -A)
To OF 2CO CONCRETE PIPE:. (MANHOLE. 2 -4) -
'ITH 304 OF 24 CONCRETE PIPE. (MANHOLE 72- '4)...� -` -
T 6.0 WITH
14 OF 6 CONCRETE PIPE. STUB OUT TO P /L. __
T 6.0 WITH 26 OF 6 CONCRETE PIPE. STUB OUT TO P /L.
'.6 OF 6 CONCRETE PIPE. STUB OUT TO , P /L.
4 OF 6° CONCRETE PIPE- STUB OUT TO P /L.
LIRE AT IB +80, LT IBA WITH 3 OF 6 CONCRETE PIPE..:
LINE AT 18 +80, RT 18.0 WITH 3 OF 6° CONCRETE PIPE.
LINE AT 19 2A RT 330' WITH 3' OF 'e CONCRETE -PIPE _
RT 6.0 WITH 26' OF 6° CONCRETE PIPE. STUB OUT TO' -P /L.
RT 60 WITH 14 OF 6 CONCRETE PIPE. STUB'OUT TO' -_P /L. '- ':
3 -3 WITH 23 OF 12 CONCRETE PIPE. PLUG -- 'EXISTING '12 DRAIN LINE NORTH AT EXISTING MANN(
f 13 +80, LT 60 PLUG END OF PIPE -
13 +80, LT 6.0: PLUG END OF PIPE.
17 +60.7, RT 6.0. PLUS END OF PIPE. -
7 +83.2, RT 6.0. PLUG END OF PIPE. '
.INE AT 7 +84 TOBIN RT 170' WITH 3, OF 6 CONCRETE'PWE. '
E AT 7+91 TOBIN LT 13.0' WITH 3' OF a CONCRETE PIPE.:_ -
I
.T 6.0 WITH 26 OF 6 CONCRETE PIPE. -
3 -I WITH 515 OF 24 CONCRETE PIPE. (MANNPLE "6,, CHG -NEL DETAIL 72 -7) '
I7 OF 21 CONCRETE PIPE. (MANHOLE 72 -3)."
FH 321 OF 18 CONCRETE PIPE. MANHOLE: T0.8E CONSTRUCT OVER: - EXISTING 8' DRAIN LINE.
.INE NORTH T THIS MANHOLE (MANHOLE 72 -3) ED
H 292 OF 15 CONCRETE PIPE. STUB OUT ,TO EAST WITH 12. CONCRETE PIPE. (MANHOLE 72
OF 6 CONCRETE PIPE. STUB OUT TO P /L.
LINE AT 10+34 BURNETT RT 14.0' WITH 'B OF � CONCRETE PWE. -.
OF 6° CONCRETE PIPE. STUB OUT TO EAST WITH B CONCRETE PIPE.
8.5, RT 15.0 WITH 18 OF'6" CONCRETE PIPE]
I WITH 40 OF 6 CONCRETE PIPE:
FH 19 OF 6 CONCRETE PIPE.
F90, RT 15.0 WITH 20 OF 6 CONCRETE PIPE,
F 535' OF 12° CONCRETE, PIPE. CONNECTa EXISTING STOBM- -LINE EAST TO THIS MANHOLE. ( MANHOL
fi" CONCRETE PIPE.
CONSTRUCTION NOTES
NOTE I. CONSTRUCT MANHOLE AS rtH Ut)AIL 5rturmu.
SEE STANDARD PLANS.
NOTE 2. REMOVE EXISTING MANHOLE. REMOVAL TO BE INCIDENTAL
TO CONSTRUCTION.
NOTE 3. CONSTRUCT TYPE I CATCH BASIN. IN SOME LOCATIONS
A TYPE I -C MAY BE REQUIRED.
NOTE 4. REMOVE EXISTING CURB INLET. REMOVAL TO BE
INCIDENTAL TO CONSTRUCTION.
NOTE 5. REMOVE EXISTING CATCH BASIN. REMOVAL TO BE
INCIDENTAL TO CONSTRUCTION.
\ I J
ti
C I T Y O F R E N T O N
ENGINEERING DEPARTMENT
I
i
4 -12
STA 26 +74 S 2nd HT 20.0
4 -13
ST n RT 35:0
5 -I
STA 4 +50 BURNETT LT 6.0
_
5 -2
STA 4 +78.5 BURNETT LT 54.0
5 -3
STA 4 +80 BURNETT RT 22.0'
5 -4
STA 9 +64.5 BURNETT LT 69.0
5 -5
STA 9 +64 BURNETT RT 22.0
p- •7 -ts7z
NOTES
'' 0� 150
STRUCTURE NOTES
INSTRUCTION
8.0 OF 24 CONCRETE PIPE. (MANHOLE 72 -A)
To OF 2CO CONCRETE PIPE:. (MANHOLE. 2 -4) -
'ITH 304 OF 24 CONCRETE PIPE. (MANHOLE 72- '4)...� -` -
T 6.0 WITH
14 OF 6 CONCRETE PIPE. STUB OUT TO P /L. __
T 6.0 WITH 26 OF 6 CONCRETE PIPE. STUB OUT TO P /L.
'.6 OF 6 CONCRETE PIPE. STUB OUT TO , P /L.
4 OF 6° CONCRETE PIPE- STUB OUT TO P /L.
LIRE AT IB +80, LT IBA WITH 3 OF 6 CONCRETE PIPE..:
LINE AT 18 +80, RT 18.0 WITH 3 OF 6° CONCRETE PIPE.
LINE AT 19 2A RT 330' WITH 3' OF 'e CONCRETE -PIPE _
RT 6.0 WITH 26' OF 6° CONCRETE PIPE. STUB OUT TO' -P /L.
RT 60 WITH 14 OF 6 CONCRETE PIPE. STUB'OUT TO' -_P /L. '- ':
3 -3 WITH 23 OF 12 CONCRETE PIPE. PLUG -- 'EXISTING '12 DRAIN LINE NORTH AT EXISTING MANN(
f 13 +80, LT 60 PLUG END OF PIPE -
13 +80, LT 6.0: PLUG END OF PIPE.
17 +60.7, RT 6.0. PLUS END OF PIPE. -
7 +83.2, RT 6.0. PLUG END OF PIPE. '
.INE AT 7 +84 TOBIN RT 170' WITH 3, OF 6 CONCRETE'PWE. '
E AT 7+91 TOBIN LT 13.0' WITH 3' OF a CONCRETE PIPE.:_ -
I
.T 6.0 WITH 26 OF 6 CONCRETE PIPE. -
3 -I WITH 515 OF 24 CONCRETE PIPE. (MANNPLE "6,, CHG -NEL DETAIL 72 -7) '
I7 OF 21 CONCRETE PIPE. (MANHOLE 72 -3)."
FH 321 OF 18 CONCRETE PIPE. MANHOLE: T0.8E CONSTRUCT OVER: - EXISTING 8' DRAIN LINE.
.INE NORTH T THIS MANHOLE (MANHOLE 72 -3) ED
H 292 OF 15 CONCRETE PIPE. STUB OUT ,TO EAST WITH 12. CONCRETE PIPE. (MANHOLE 72
OF 6 CONCRETE PIPE. STUB OUT TO P /L.
LINE AT 10+34 BURNETT RT 14.0' WITH 'B OF � CONCRETE PWE. -.
OF 6° CONCRETE PIPE. STUB OUT TO EAST WITH B CONCRETE PIPE.
8.5, RT 15.0 WITH 18 OF'6" CONCRETE PIPE]
I WITH 40 OF 6 CONCRETE PIPE:
FH 19 OF 6 CONCRETE PIPE.
F90, RT 15.0 WITH 20 OF 6 CONCRETE PIPE,
F 535' OF 12° CONCRETE, PIPE. CONNECTa EXISTING STOBM- -LINE EAST TO THIS MANHOLE. ( MANHOL
fi" CONCRETE PIPE.
CONSTRUCTION NOTES
NOTE I. CONSTRUCT MANHOLE AS rtH Ut)AIL 5rturmu.
SEE STANDARD PLANS.
NOTE 2. REMOVE EXISTING MANHOLE. REMOVAL TO BE INCIDENTAL
TO CONSTRUCTION.
NOTE 3. CONSTRUCT TYPE I CATCH BASIN. IN SOME LOCATIONS
A TYPE I -C MAY BE REQUIRED.
NOTE 4. REMOVE EXISTING CURB INLET. REMOVAL TO BE
INCIDENTAL TO CONSTRUCTION.
NOTE 5. REMOVE EXISTING CATCH BASIN. REMOVAL TO BE
INCIDENTAL TO CONSTRUCTION.
\ I J
ti
C I T Y O F R E N T O N
ENGINEERING DEPARTMENT
NOTE.
FIRST NUMBER OF CODE REFERS TO THE SHEET NUMBER
OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS
rn rur .ero��r ru_ iTrn.� nu THAT PA RTl fl" OR iHFFT
Y.
STRUCTURE NPTES
0427 ?OE
s I .»- f 1,
CITY OF RENTON
ENGINEERING DEPARTMENT
0 1 Ek 24X
nOLL 1
-xj ( "1 26 ' ReMWAL FAIL S'79i2 247' 70VAL FAR) S3o73-
4W
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PLAN
SCALE: I °= 40'
alx
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v
ti
to
eh,N STOMP
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6
I+
I
3 -2
20 +23.52 S. 2nd ST = - {s
m
l CA' /l
- 23 -40.47 S. 2nd ST. - (26 +40b2 S. 2nd ST. -
I
I
I
g
29 +40.78 S. 2nd ST. =
I
I
4s "s +d bH
I
3
c 110
_
+00.00 LOGAN AVE. S. 1 37 1
14'
I-_�
15' m
za
I
i
I
I e' " "' °' 10. +00.00 WELLS AVE. S.
'+sSid �:fi
4 is"
55
13
17'
/ % 10,00.00 BURNETT AVE. S. 10 +00.00 WILLIAMS AS,
I
6° Dram Line -5
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37
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PLAN
SCALE: I °= 40'
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T 1 aa - m �, . :� i AsPnoli 3 I �/
d ! G - 3 - • 1 x i Park q ��__ I o
L/ 10 +00.00 BURNETT AVE. S
rr t �i0,00 BURNETT AVE. S. = ' x 1 1 ° \ 23+4047 S 2nd ST.
4
23 +3$92 S. 3rd 5L 1 0` / m, - _ — _ — - 1
•r—
Tom'.
O
-� - _ -s - - f - -_ - - -� - _ _ . -
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0
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ENGINEERING DEPARTMENT.
so.. 2 nd St.
1ogan ave. so.
-1.4, ------------------- -------
STORM SEWER
FRIO J E C T
UAS 8-1 -102 (17)& (18)
JACK WILSON — DIRECTOR OF ENGINEERING
- 61'-TY- EINGTNEHFV$ OFFICE RENTON, WASHINGTON
NOTE+
o�mM ALL WORK SHALL BE PERFOR40.
IN ACCORDANCE WITH A,P.W A.
US:c.a G:s SPECIFICATIONS.
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ENGINEERING DEPARTMENT.
so.. 2 nd St.
1ogan ave. so.
-1.4, ------------------- -------
STORM SEWER
FRIO J E C T
UAS 8-1 -102 (17)& (18)
JACK WILSON — DIRECTOR OF ENGINEERING
- 61'-TY- EINGTNEHFV$ OFFICE RENTON, WASHINGTON
NOTE+
o�mM ALL WORK SHALL BE PERFOR40.
IN ACCORDANCE WITH A,P.W A.
US:c.a G:s SPECIFICATIONS.
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4 -12
STA 26 +74 S 2nd HT 20.0
4 -13
ST n RT 35:0
NOTE:
FIRST NUMBER
OF CODE
REFERS
TO THE
SHEET NUMBER
5 -I
OF THE CONTRACT PLANS. THE
SECOND
NUMBER REFERS
5 -2
STA 4 +78.5 BURNETT LT 54.0
TO THE STRUCTURE
ITEM
ON THAT
PARTICULAR SHEET.
5 -5
STA 9 +64 BURNETT RT 22.0
CODE
LOCATION
LOGAN
RT 60'
_ SEf
CONSTRUCTION
NOTE I CONNECT TO MANHOLE 3 -2 N
3 -I
;STA 15 +00
3 -2
STA 16+08.1
LOGAN
l
RT 6.0
SEE
CONSTRUCTION
CONNECT _
NOTE I CONNECT TO MANHOLE-3-3 V
3 -3
STA 19 +29.0
LOGAN
RT 60
SEE
CON STRUC710M
NOTE CONNECT TO bTART OF PROS
r
STA 12+7 0
LOGAN
RT 22.0
SEE
CONSTRUCTION
NOTE 3 CONNECT TO 24 PIPE AT 12
rl-
STA12 +70
LOGAN
LT 22.0'
I SEE-
CONSTRUCTION
NOTE 3 CONNECT TO 24 PIPE AT 12+
- -
STA16 +08.1 AND LOGAN
LT 220
1 sEE
CONSTRUCTION
NOTE 3 CONK. :T TO MANHOLE 3 -2
-__
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3 -7
STA I6 *08.1 BK
LOGAN
RT 22.0
_
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CONSTRUCTION
NOTE 3. CONNECT TO MANHOLE 3 -2
-
SEE
CONSTRUCTION
NOTES 3 8 4. CONNECT TO E %ISTING
3 -8
STA 18+80
LOGAN
LT 22.0'
3
LOGAN
RT 220
*
SEE
CONSTRUCTION
NOTES 3 8 4. CONNECT TO E %ISTNG
19 +31
LOGAN
RT 33.0
SEE
CONSTRUCTION
NOTES 3 8 4. CONNECT_ TO EXISTING
-t
- --
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3 -II
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1
3 -I2
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SEE
CONSTRUCTION
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NOTE 3. CONNECT TO 24- PIPE AT i
3 -13
STA 19+232
LOGAN
LT I6.0
TO
CONNECT EXISTING
MANHOLE AT 19 +23.2, LT 16.0 TO MAI
STA 19 +29
LOGAN
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-
3 -14
STA 13 +80
LOGAN
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STUB
OUT 24 OF 6 _CONCRETE PIPE TO P/L FROM 24 I
3 -15
STA 13 +80
LOGAN
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I STUB OUT 36 OF 6
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3 -16
ST A 17 +60.7
LOGAN
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STUB OUT 24 OF 6
C ONCRETE PIPE TO P/L FROM 24" PH
3 -17
STA 17 +832
LOGAN
LT
-± STUB
OUT 36 OF 6
CONCRETE PIPE TO P/L FROM 24 PIP
NOT
BURNETT RT 18.0 SEE CONSTRUCTION NOTES 384. CONNECT TO E
S 2nd LT 32.0' -� CONNECT E %ISTING CATCH -B-A- SIN TO CATCH BAE
p- •7 -ts7z
NOTES
'' 0� 150
STRUCTURE NOTES
INSTRUCTION
8.0 OF 24 CONCRETE PIPE. (MANHOLE 72 -A)
To OF 2CO CONCRETE PIPE:. (MANHOLE. 2 -4) -
'ITH 304 OF 24 CONCRETE PIPE. (MANHOLE 72- '4)...� -` -
T 6.0 WITH
14 OF 6 CONCRETE PIPE. STUB OUT TO P /L. __
T 6.0 WITH 26 OF 6 CONCRETE PIPE. STUB OUT TO P /L.
'.6 OF 6 CONCRETE PIPE. STUB OUT TO , P /L.
4 OF 6° CONCRETE PIPE- STUB OUT TO P /L.
LIRE AT IB +80, LT IBA WITH 3 OF 6 CONCRETE PIPE..:
LINE AT 18 +80, RT 18.0 WITH 3 OF 6° CONCRETE PIPE.
LINE AT 19 2A RT 330' WITH 3' OF 'e CONCRETE -PIPE _
RT 6.0 WITH 26' OF 6° CONCRETE PIPE. STUB OUT TO' -P /L.
RT 60 WITH 14 OF 6 CONCRETE PIPE. STUB'OUT TO' -_P /L. '- ':
3 -3 WITH 23 OF 12 CONCRETE PIPE. PLUG -- 'EXISTING '12 DRAIN LINE NORTH AT EXISTING MANN(
f 13 +80, LT 60 PLUG END OF PIPE -
13 +80, LT 6.0: PLUG END OF PIPE.
17 +60.7, RT 6.0. PLUS END OF PIPE. -
7 +83.2, RT 6.0. PLUG END OF PIPE. '
.INE AT 7 +84 TOBIN RT 170' WITH 3, OF 6 CONCRETE'PWE. '
E AT 7+91 TOBIN LT 13.0' WITH 3' OF a CONCRETE PIPE.:_ -
I
.T 6.0 WITH 26 OF 6 CONCRETE PIPE. -
3 -I WITH 515 OF 24 CONCRETE PIPE. (MANNPLE "6,, CHG -NEL DETAIL 72 -7) '
I7 OF 21 CONCRETE PIPE. (MANHOLE 72 -3)."
FH 321 OF 18 CONCRETE PIPE. MANHOLE: T0.8E CONSTRUCT OVER: - EXISTING 8' DRAIN LINE.
.INE NORTH T THIS MANHOLE (MANHOLE 72 -3) ED
H 292 OF 15 CONCRETE PIPE. STUB OUT ,TO EAST WITH 12. CONCRETE PIPE. (MANHOLE 72
OF 6 CONCRETE PIPE. STUB OUT TO P /L.
LINE AT 10+34 BURNETT RT 14.0' WITH 'B OF � CONCRETE PWE. -.
OF 6° CONCRETE PIPE. STUB OUT TO EAST WITH B CONCRETE PIPE.
8.5, RT 15.0 WITH 18 OF'6" CONCRETE PIPE]
I WITH 40 OF 6 CONCRETE PIPE:
FH 19 OF 6 CONCRETE PIPE.
F90, RT 15.0 WITH 20 OF 6 CONCRETE PIPE,
F 535' OF 12° CONCRETE, PIPE. CONNECTa EXISTING STOBM- -LINE EAST TO THIS MANHOLE. ( MANHOL
fi" CONCRETE PIPE.
CONSTRUCTION NOTES
NOTE I. CONSTRUCT MANHOLE AS rtH Ut)AIL 5rturmu.
SEE STANDARD PLANS.
NOTE 2. REMOVE EXISTING MANHOLE. REMOVAL TO BE INCIDENTAL
TO CONSTRUCTION.
NOTE 3. CONSTRUCT TYPE I CATCH BASIN. IN SOME LOCATIONS
A TYPE I -C MAY BE REQUIRED.
NOTE 4. REMOVE EXISTING CURB INLET. REMOVAL TO BE
INCIDENTAL TO CONSTRUCTION.
NOTE 5. REMOVE EXISTING CATCH BASIN. REMOVAL TO BE
INCIDENTAL TO CONSTRUCTION.
\ I J
ti
C I T Y O F R E N T O N
ENGINEERING DEPARTMENT
I
i
4 -12
STA 26 +74 S 2nd HT 20.0
4 -13
ST n RT 35:0
5 -I
STA 4 +50 BURNETT LT 6.0
_
5 -2
STA 4 +78.5 BURNETT LT 54.0
5 -3
STA 4 +80 BURNETT RT 22.0'
5 -4
STA 9 +64.5 BURNETT LT 69.0
5 -5
STA 9 +64 BURNETT RT 22.0
p- •7 -ts7z
NOTES
'' 0� 150
STRUCTURE NOTES
INSTRUCTION
8.0 OF 24 CONCRETE PIPE. (MANHOLE 72 -A)
To OF 2CO CONCRETE PIPE:. (MANHOLE. 2 -4) -
'ITH 304 OF 24 CONCRETE PIPE. (MANHOLE 72- '4)...� -` -
T 6.0 WITH
14 OF 6 CONCRETE PIPE. STUB OUT TO P /L. __
T 6.0 WITH 26 OF 6 CONCRETE PIPE. STUB OUT TO P /L.
'.6 OF 6 CONCRETE PIPE. STUB OUT TO , P /L.
4 OF 6° CONCRETE PIPE- STUB OUT TO P /L.
LIRE AT IB +80, LT IBA WITH 3 OF 6 CONCRETE PIPE..:
LINE AT 18 +80, RT 18.0 WITH 3 OF 6° CONCRETE PIPE.
LINE AT 19 2A RT 330' WITH 3' OF 'e CONCRETE -PIPE _
RT 6.0 WITH 26' OF 6° CONCRETE PIPE. STUB OUT TO' -P /L.
RT 60 WITH 14 OF 6 CONCRETE PIPE. STUB'OUT TO' -_P /L. '- ':
3 -3 WITH 23 OF 12 CONCRETE PIPE. PLUG -- 'EXISTING '12 DRAIN LINE NORTH AT EXISTING MANN(
f 13 +80, LT 60 PLUG END OF PIPE -
13 +80, LT 6.0: PLUG END OF PIPE.
17 +60.7, RT 6.0. PLUS END OF PIPE. -
7 +83.2, RT 6.0. PLUG END OF PIPE. '
.INE AT 7 +84 TOBIN RT 170' WITH 3, OF 6 CONCRETE'PWE. '
E AT 7+91 TOBIN LT 13.0' WITH 3' OF a CONCRETE PIPE.:_ -
I
.T 6.0 WITH 26 OF 6 CONCRETE PIPE. -
3 -I WITH 515 OF 24 CONCRETE PIPE. (MANNPLE "6,, CHG -NEL DETAIL 72 -7) '
I7 OF 21 CONCRETE PIPE. (MANHOLE 72 -3)."
FH 321 OF 18 CONCRETE PIPE. MANHOLE: T0.8E CONSTRUCT OVER: - EXISTING 8' DRAIN LINE.
.INE NORTH T THIS MANHOLE (MANHOLE 72 -3) ED
H 292 OF 15 CONCRETE PIPE. STUB OUT ,TO EAST WITH 12. CONCRETE PIPE. (MANHOLE 72
OF 6 CONCRETE PIPE. STUB OUT TO P /L.
LINE AT 10+34 BURNETT RT 14.0' WITH 'B OF � CONCRETE PWE. -.
OF 6° CONCRETE PIPE. STUB OUT TO EAST WITH B CONCRETE PIPE.
8.5, RT 15.0 WITH 18 OF'6" CONCRETE PIPE]
I WITH 40 OF 6 CONCRETE PIPE:
FH 19 OF 6 CONCRETE PIPE.
F90, RT 15.0 WITH 20 OF 6 CONCRETE PIPE,
F 535' OF 12° CONCRETE, PIPE. CONNECTa EXISTING STOBM- -LINE EAST TO THIS MANHOLE. ( MANHOL
fi" CONCRETE PIPE.
CONSTRUCTION NOTES
NOTE I. CONSTRUCT MANHOLE AS rtH Ut)AIL 5rturmu.
SEE STANDARD PLANS.
NOTE 2. REMOVE EXISTING MANHOLE. REMOVAL TO BE INCIDENTAL
TO CONSTRUCTION.
NOTE 3. CONSTRUCT TYPE I CATCH BASIN. IN SOME LOCATIONS
A TYPE I -C MAY BE REQUIRED.
NOTE 4. REMOVE EXISTING CURB INLET. REMOVAL TO BE
INCIDENTAL TO CONSTRUCTION.
NOTE 5. REMOVE EXISTING CATCH BASIN. REMOVAL TO BE
INCIDENTAL TO CONSTRUCTION.
\ I J
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C I T Y O F R E N T O N
ENGINEERING DEPARTMENT
NOTE.
FIRST NUMBER OF CODE REFERS TO THE SHEET NUMBER
OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS
rn rur .ero��r ru_ iTrn.� nu THAT PA RTl fl" OR iHFFT
Y.
STRUCTURE NPTES
0427 ?OE
s I .»- f 1,
CITY OF RENTON
ENGINEERING DEPARTMENT
0 1 Ek 24X
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