HomeMy WebLinkAboutSWP2701272.3N 0 T E."
FkRST NUMBER OF CODE REFERS TO THE SHEET NUMBER
OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS T R U l4d, T U E Nj`
T r.
TO THE STRUCTURE ITEM ON THAT PARTICULAR SHEET.
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3-1 STA 14+37. 9 LOGAN LT 7.5' SEE CONSTRUCTION NOTE I. CONNECT TO MANHOLE 3-2 WITH I68.0' OF 24' CONCRETE PIPE. (MANHOLE 72-4)
3-2 STA 16+05. 9 LOGAN RT 2.3' SEE CONSTRUCTION NOTE 1. CONNECT TO MANHOLE 3-3 WITH 320.58' OF 24!' CONCRETE PIPE. (MANHOLE 72-4),
3-3 STA 19+26.48 LOGAN RT 2,3' SEE CONSTRUCTION NOTE I. CONNECT TO START OF PROJECT WITH 304" OF 24" CONCRETE PIPE. (MANHOLE 72-4)
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 STA12+70 LOGAN RT 20.8, SEE CONSTRUCTION NOTE 3. CONNECT TO 24" PIPE AT 12+70, LT 6.0' WITH 26' OF 6" CONCRETE PIPE. STUB OUT TO P/ L.
3-6 STA 16+05.0 AHD LOGAN LT 20.3' SEE CONSTRUCTION NOTE 3. CONNECT TO MANHOLE 3-2 WITH 22' OF 6" CONCRETE PIPE. STUB OUT TO P/L..-.- CONSTI�UCTION
NOTES
3-7 ' STA 16+05.0 BK LOGAN RT 21.0
'.0 SEE CONSTRUCTION NOTE 3. CONNECT TO MANHOLE 3-2 WITH 191 OF 61 CONCRETE PIPE, STUB OUT TO P/L.
- ID
F 3-8 STA 18+84 LOGAN LT 21.0' SEE CONSTRUCTION NOTES 3 a 4. CONNECT TO EXISTING DRAIN LINE AT 18+80, LT 18.0' WITH 3' OF 6" CONCRETE PIPE,
NOTE I. CONSTRUCT MANHOLE AS PER DETAIL SPECIFIED.
3-9 STA IQtAA LOGAN RT 21.0' SEE qCONSTRUCTION NOTES-' A $4 A CONNECT TO EXISTING DRAIN LINE AT ia.LcriT 18.0' WITH -A' OF 6" CONCRETE bloc SEE STANDARD PLANS.
3-10 STA 19+31.4 8 LOGAN RT 3 1.0' SEE CONSTRUCTION NOTES 3 & 4. CONNECT TO EXISTING DRAIN LINE AT 19+29, RT 33.0' WITH 3' OF 6" CONCRETE
-1 NOTE 2. REMOVE EXISTING MANHOLE. REMOVAL TO BE INCIDENTAL
3-11 STA 20+50.50LOGAN LT 2 1.0'--, SEE CONSTRUCTION NOTE 3. CONNECT TO 24" PIPE AT 2-0+50.50,RT 2.5' WITH 23' OF 6" CONCRETE PIPE. STUB OUT TO P/L.
TO CONSTRUCTION.
3-12 STA 20+48 LOGAN RT 21.0' SEE CONSTRUCTION NOTE 3. CONNECT TO 24" PIPE AT 20+48, RT 2.5' WITH 18' OF 6" CONCRETE PIPE. STUB OUT TO P/L
3-13 STA 19+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" CONCRETE PIPE, PLUG EXISTING 12" DRAIN LINE NORTH AT EXISTING MANHOLE. NOTE 3. CONSTRUCT TYPE I CATCH BASIN. IN S 0 M E L CAT 10 N
STA 19+29 LOGAN RT 6.0'
A TYPE I-C MAY EE REQUIRED.
3-14 STA 13+80 LOGAN LT STUB OUT 24' OF 6" CONCRETE PIPE TO P/L FROM 24" PIPE AT 13+80, LT 6.0' PLUG END OF PIPE.
'TING CIURB INLET REMOVAL TO BE
NOTE 4. REMOVE EXIS It
------------
3-15--' STA 13+80 LOGAN RT STUB OUT 36' OF 6" CONCRETE PIPE TO P/L FROM 24" PIPE AT 13+80, LT 6,0' PLUG END OF PIPE.
INCIDENTAL TO CONSTRUCTION.
3-16 STA 17 + 60.7 LOGAN RT STUB OUT 24' OF 6" CONCRETE PIPE TO P/L FROM 24"' PIPE AT 17+60.7, RT 6.0' PLUG END OF PIPE.
NOTE 5, REMOVE EXISTING CATCH BASIN. REMOVAL TO BE
STA 17+83.2 LOGAN LT STUB OUT 36' OF 6" CONCRETE PIPE TO P/L FROM 24" PIPE AT 17+83.2, RT 6.0' PLUG END OF PIPE.
INCIDENTAL TO CONSTRUCTION.
3-18 STA 7+84 TOBIN RT 18. 0' SEE CONSTRUCTION NOTES 38i4. CONNECT TO EXISTING DRAIN LINE AT 7+84 TOBIN, RT 17.0' WITH 3' OF 6" CONCRETE PIPE.
3-19 STA 7+91 TOBIN LT 21.0' SEE CONSTRUCTION NOTES 3a4. CONNECT TO EXISTING DRAIN LINE AT 7-t-91 TOBIN, LT 13.0' WITH 3' OF 6" CONCRETE PIPE.
-4
3-20 STA 10+42.75LOGAN RT 21.0' SEE CONSTRUCTION NOTE 3. CONNECT TO 24!' PIPE AT 10+42.75, LT 6.0' WITH 26' OF 6" CONCRETE PIPE.
...........
4-1 STA 20414.12 S 2nd RT 14. 8 5' CONSTRUCT SPECIAL 6' DIAMETER MANHOLE. CONNECT TO MANHOLE 3-1 WITH 451.7OF 24" CONCRETE PIPE. (MANHOLE 72-5, CHANNEL DETAIL 72-7)
4-2 STA 23+31.0 S 2nd RT 14.30' SEE CONSTRUCTION NOTE 1. CONNECT TO MANHOLE 4-1 WITH 316' OF 21" CONCRETE PIPE. (MANHOLE 72-3)
4-3 STA 26+55.6 S 2nd RT 14.8' s SEE CONSTRUCTION NOTES I a2. CONNECT TO MANHOLE 4-2 WITH 323.9'OF 18" CONCRETE PIPE. MANHOLE TO BE CONSTRUCTED OVER EXISTING 8" DRAIN LINE.
CONNECT DRAIN LINE SOUTH TO THIS MANHOLE. PLUG DRAIN Lif4L NORTH AT THIS MANHOLE. (MANHOLE 72-3)
4-4 STA 29+46,5S 2nd RT 15.51 SEE CONSTRUCTION NOTE 1. CONNECT TO MANHOLE 4-3 WITH 291.4' OF 15" CONCRETE PIPE. STUB OUT TO EAST WITH 12" CONCRETE PIPE. (MANHOLE 72-3)
4::5---1 STA 9+656.8 LOGAN RT 21.0' SEE CONSTRUCTION NOTE 3. CONNECT TO MANHOLE 4-1 WITH 33' OF 6" CONCRETE PIPE. STUB OUT TO P/L.
4-6 STA 10+34 BURNETT RT 18.0' SEE CONSTRUCTION NOTES 38k4. CONNECT TO EXISTING 8" DRAIN LINE AT 10434 BURNETT, RT 14.0' WITH 8' OF 6" CONCRETE PlPff--'
4-7 STA 23+71 S 2nd LT 32.0' CONNECT EXISTING CATCH BASIN TO CATCH BASIN 4-6 WITH 14' OF 6" CONCRETE PIPE. STUB OUT TO EAST WITH 6" CONCRETE PIPE.
4-8 STA 23+73 S 2nd RT 21.0' SEE CONSTRUCTION NOTE 4.
4-9 STA 24+90.5 S 2nd RT 3 3. 5' SEE CONSTRUCTION NOTES 38k4. CONNECT TO 18" PIPE AT 24-4-90.5, RT 15.0' WITH 18' OF' 6" CONCRETE PIPE,
4-10 STA 9+68.9 WILLIAMS LT 20.32' SEE CONSTRUCTION NOTES 3814. CONNECT TO CATCH BASIN 4-11 WITH 40' OF 6 CONCRETE PIPE.-"'---
4-11 STA 9+69.4 WILLIAMS RT 20.23' SEE CONSTRUCTION NOTES 3814. CONNECT TO MANHOLE 4-3 WITH 19' OF 6'1 CONCRETE PIPE.
4-12 STA 26-+74 S 2nd RT 20.0' SEE CONSTRUCTION NOTE 4.
13 -- STA 27+91.35'S 2nd RT 40.0' SEE CONSTRUCTION NOTES 3a4. CONNECT TO 15" PIPE AT 27+91.35 RT 15.0' WITH 25' OF
6" CONCRETE
STA 5+04 BURNETT LT 9.3'
STA
4+99.5
BURNETT
LT
51.6'
5-3
STA
STA
4 +71
9+67.4
BURNETT
BURNETT
RT
LT
18.4'
64.37
5-5
STA
9+70.5
BURNETT
RT
19.73'
5-6
STA
4 + 50.5
BURNETT
RT
3.8'
SEE
CONSTRUCTION
NOTE CONNECT TO MANHOLE 4-2 WITH 480.6OF 12' CONCRETE PIPE. (MANHOLE 72
SEE
CONSTRUCTION
'to
NOTE 3. --ONNECTA MANHOLE 5-1 WITH 44' OF 6" CONCRETE PIPE.
SEE
CONSTRUCTION
NOTE 3. CONNECT TO MANHOLE 5-1 WITH 39' OF 6" CONCRETE PIPE.
SEE
CONSTRUCTION
NOTE 3. CONNECT TO 21' PIPE AT 22 +78.5 S 2nd ST, RT 15.0' WITH 17' �,F 6" CONCRETE PIPE.STUB OUT TO P/L.
SEE
CONSTRUCTION
NOTES 3+4. CONNECT TO MANHOLE 4-2 WITH 30' OF 6" CODACRETE PIPE. INSTALL SPECIAL SIDEWALK LID.
SEE
CONSTRUCTION
NOTE I. MANHOLE TO BE CONSTRUCTED OVER EXISTING 8" DRAIN LINE. CONNECT TO MANHOLE 5-1 WITH 51' OF 12" CONCRETE PIPE.
4
CONNECT DRAIN
LINE EAST TO THIS MANHOLE. PLUG DRAIN LINE WEST AT THIS MANHOLE. (MANHOLE 72-3)
1
b-I?7203
14id IVI'771�� -5--- 91-7 -Z-
2 AS BUILT F B. 340 L.D.H. 5-9-73
I BY APPR. t i w `rE
62
CITY OF RENTON
ENGINEERING DEPARTME-NT
Wuluflillil
DATE-
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