HomeMy WebLinkAboutSWP2701272.4FIRST NWBER OF CODE REFERS TO THE SHEE`s NlumsER
r THE CONTRACT PLANS. THE SECOND NUM13ER REFERS
TO THE STRUCTURE ITEM ON THAT PARTICULAR SKEET.
0"U R C) T
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TR"C�
TION
a � i)rTION
CODE LOCA
SEE CONSTRUCTION NOTE I. CONNECT TO MANHOLE 4-4 WITH 268.C+ OF 12" CONCRETE PIPE. (MANHOLE 72-1) 6-0 STA 7+16.3 WELLS RT 5.9
6-2 STA 7+06 WELLS RT 20.0' -�t SEE CONSTRUCTION NOTE 3. INSTALL SPECIAL SIDEWALK LID. CONNECT TO MANHOLE 6-1 WITH 18.0' OF 6" CONCRETE PIPE
6-3 STA 7+04 WELLS LT 18.7' SEE CONSTRUCTION NOTE 3. CONNECT TO MANHOLE 6-1 WITH 27.0' OF 6" CONCRETE PIPE.
6-4 STA 9+65.5 WELLS LT 18.9' SEE CONSTRUCTION NOTE 3. CONNECT TO MANHOLE 4-4 WITH 32.0' OF 6" CONCRETE.PIPE. STUB OUT TO P/L.
6-5 STA 9+65.4 WELLS RT 18.72' SEE CONSTRUCTION NOTE 3. INSTALL SPECIAL SIDEWALK LID. CONNECT TO MANHOLE 4-4 WITH 26.0' OF 6" CONCRETE PIPE. STUB OUT TO P/L
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.. _.._... �_...,. . __..P._._.._,..,.-..�._.._...�......,.«... ®.war
6-6 STA 10+68 WELLS RT 16.0'4 SEE CONSTRUCTION NOTE 3. CONNECT TO I2" PIPE WITH 5.0' OF 6" CONCRETE PIPE
__._. STA 9+78 WELLS RT 32.0" SEE CONSTRUCTION NOTE 4.
6-7
F
a
s
t 7-I _ _STA 26+48.96S 3rd LT 10.55 SEE CONSTRUCTION NOTE I. MANHOLE TO BE CONSTRUCTED OVER EXISTING 8" DRAIN LINE. CONNECT EXISTING 6" DRAIN LINES FROM CATCH BASINS TO THIS MANHOLE. (MANE
7 -2 STA 29+42.66 S 3rd LT 9.5' SEE CONSTRUCTION NOTE I. MANHOLE TO BE CONSTRUCTED OVER EXISTING 8" DRAIN LINE. (MANHOLE 72-3)
7 -3 STA 29+59.6 S 3rd LT 18.0 TO - CONNECT EXISTING CATCH BASIN TO MANHOLE 7-2 WITH 15' OF 6" CONCRETE PIPE. PLUG EXISTING DRAIN LINE AT CATCH BASIN.
i STA 29+47 S 3rd LT 10.0'-
_.-_.
7-4 STA 29+53.6 S 3rd RT 17.0 TO CONNECT EXISTING CATCH BASIN TO MANHOLE 7-2 WITH 28 OF 6 CONCRETE PIPE. PLUG EXISTING DRAIN LINE AT CATCH BASIN.- -<--
STA 29+47 S 3rd LT 10.0'
�..,...,.�.a�.._.._.-..-..� _._..........._.._. ...._,,.... .. B _..._. �..�.�..__._._-._.- - ---,>�..o.,..«.....�<..�..-..._..�.._.........-...__-�:.,-....___.....r..._...a.,�_.»._............r-�....,.,...._.._._,.._.._e-._.__.,....._..,....,........M.......n...._..,,»_.-.. ..... . w._a........._......_.,..-..._,_..A..-,...,._._.._......_,,.,_.<_-.........-_.....a.............a..e,..._....__._......._®....._..�.,.....,,.<.,,.__�._........... _.�<...o_
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k
�..r-.,«_. -.._......._.._.....�.,...�..._._._....�........_.-_._.®.-...a._........-.... ...._..-._.... _ ___®..._....«_,..,«�.._...a.._._.._..._..._...�.....-.«a......_..«,.-.._.... - --_.e......_..._....._�_.....:-,+._..,�...»..-..�.�:-..v$=.,...,.......a..._.___...._��._+_........�.....,®....,_«„_..._.._.,..._..._.._..«.«...am....._...»a•....am.d..._.=r.. --`_ -_ _-_.-._................s... ...r._.._...._...__...+«..._....a..«�..,._..-_.._._..._._.-.....<......................o...._... ..... �®
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8-1~
STA 9+00, SHATTUCK, LT 5.0' _
i
8-2
STA 9+82.40 RT 47.0'^_
8-3
STA 13+00 RT 47.0
I
8-4
STA 16+14.68RT 47.O'
8-5
STA 10+19.20 RT 61.4'
9
- W�8-6
I
STA
13+OC.0 RT 62.
r
g*-7
STA
13+28.4 RT 62.
8-8.
STA
13+31.0 LT 23.1
' -
«_.
8-9
STA
14+68.3 RT 47.4'9
8-15
8,16
8:�'17
8-18
8-20
STA 16+14.68RT 61.0
STA I G +50.93RT 6 2.0
STA 16+16.0 LT 23.
STA 13+31.7 RT 21.d
STA 13+29.9 RT 38.5'
STA 14+72.4 RT 45.0'
STA 16+15.8 RT 41.0'
STA 16+52 RT 48.0'�
STA 10+20 to STA 13+00.8-
RT 45.0' to RT 49.0'
STA 13+30.8 to STA 16+16.7
RT 45.0' to RT 49.0'
STA 14+72 RT 670'
STA 14+48 LT 19L0'
.._,_...-...�-..<w....,a..,...._..........-,tt.n.__.._...._.,............e._.,...._.-.._.,....>.w.
SEE
CONSTRUCTION
NOTE
.._...._.._..:.
I. MANHOLE
_.++.w..+:a.. a ..... -. ,=+r.._...nm...m..+-. - P.�«w-..«..u..a.........;..a+.,:v..a.._....+.....»a._..,..w....w..r...4_+_.,++as....P.n.*sr +..mn....+.++;wl'^..o imaw.,ww+...w.�+.........,,......-w.+.._r-.-.-_.....-._wA..«.._...._:.......-a.<_.o..a.....-.,.»...-,__...�..,.,..ev,....�.:.._,<,__........._.....«......_._,
TO BE BUILT OVER EXISTING 12" CLAY DRAIN LINE. (MANHOLE 72-3) NOT INSTALLED
SEE
CONSTRUCTION
NOTE
I. MANHOLE
BUILT OVER EXISTING 12" STORM DRAIN LINE. (MANHOLE 72-3)
SEE
CONSTRUCTION
NOTE
I. CONNECT
TO MANHOLE 8-2 WITH 317.5' OF 12" CONCRETE PIPE. (MANHOLE 72-1)
SEE
CONSTRUCTION
NOTE
1. CONNECT
TO MANHOLE 8-3 WITH 314.5' OF 12" CONCRETE PIPE. (MANHOLE 72-2)
SEE
CONSTRUCTION
NOTE
3. CONNECT
TO MANHOLE 8-2 WITH 39.0' OF 6" CONCRETE PIPE.
SEE
CONSTRUCTION
NOTE
3. CONNECT
TO MANHOLE 8-3 WITH 13.0' OF 6" CONCRETE PIPE
_SEE
CONSTRUCTION
NOTE
2. CONNECT TO CATCH BASIN 8-6 WITH 28.0' OF 6" CONCRETE PIPE.
SEE
CONSTRUCTION
NOTES
3 AND 4.
CONNECT TO MANHOLE 8-3 WITH 75.0' OF 6" CONCRETE PIPE.
SEE
CONSTRUCTION
NOTE
3. CONNECT
TO 12" DRAIN LINE WITH 5' OF 6" CONCRETE PIPE.
CATCH BASIN TO BE
CONSTRUCTED IN DRIVEWAY. ADJUST GRATE AS DIRECTED BY
�- SEE
CONSTRUCTION
NOTE
3. CONNECT
TO MANHOLE 8-4 WITH 15.0' OF 6" CONCRETE PIPE
SEE
CONSTRUCTION
NOTE
3. CONNECT TO CATCH BASIN 8-10 WITH 38.35' OF 6" CONCRETE PIPE
SEE
CONSTRUCTION
NOTES 3 AND 4.
CONNECT TO MANHOLE 8-4 WITH 68.0' OF 6" CONCRETE PIPE.
SEE
CONSTRUCTION
NOTE
5.
SEE CONSTRUCTION NOTE 2.aP_..
SEE CONSTRUCTION NOTE 4.
SEE CONSTRUCTION NOTE 2.
SEE CONSTRUCTION NOTE 4.
REMOVE EXISTING SIDEWALK AND CURB.
REMOVE EXISTING SIDEWALK AND CURB.
SEE CONSTRUCTION NOTE 1. MANHOLE TO BE BUILT OVER EXISTING 4" SANITARY LINE. CONNECT TO MANHOLE 8-20 WITH 88' OF 6" CONCRETE PIPE.
PLUG EXISTING SANITARY LINE NORTH AT CATCH BASIN 8-9. (MANHOLE 72-3, WITH LID NAME CHANGE)
SEE CONSTRUCTION NOTE I. MANHOLE TO BE BUILT OVER EXISTING 24" SANITARY LINE. (MANHOLE 72- 4, WITH LID NAME CHANGE)
CITY OF RENTON
AS BUILT F.B. 340 L.D.H. 5-9-73
I
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DATE
l3 M,iCR0FI0AE tam log;