HomeMy WebLinkAboutS-218903I
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- - -- -- - _IL - PROJECT MERIDIAN IS ASSUMED
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in F 41 20 0 10 20 40
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6m m
IL_ 4� LIMITS OF PAVEMENT = _ TI _I� SCALE: 1" = 20'
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BLDG #903 I ; g REPAIR (TYP.) t , f - _
NEW HALLOW S.
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ri -FI' _T BLA e SEWER } J _ r I I � ,t , STA. 16 +5 BLDG #323 1/2 BLDG
OUT
- F 2 SEW R TRENC) I L #319 ® NEW SANITARY
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_REMOVE' �� -- -8 SEC ION (NP. E SL� r ��"
_, -� - - SEWER MANHOLE
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� '- � -`- '•, ,- <�ii �� - - -- #331.. #329 _
EX. $.S.M.H. �; t.v {� n 1 -_�' - -.. _ % / / /i + /i ✓i % / /i /i' /_f< �� , % // j �B G #31
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_ � -� _ - PAVEMENT
- _ ; - �SE SEWER _ i SEWER
111 _ - - - _ �..- ..,�- -. -t j l_ 4 - - -- - [ [ Lam; -- - REPAIR LT
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-' --t - -- -I° -= - e ON - - _ -- - _R_ REMOVE - w CONCRETE SIDEWALK
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REPLACEMEN
321 • :LF 8" S:S: = ®: 0 4 ,% - _ - -
FRENCH I� €C
- -- EX. S tvTl�_ J N REPAIR
T.A. 18+03 LTt i 4 t� a
p 00 i —_ 4 z _ - -32T LF -8`S ? ® 0 �F 9 - ° - CENTERLINE R.O.W.
_ ..,
} - _ .15+00 15 +60.18', - _. aw c - -
_ SSMH- RIM 43 43 _- _- - ��, 16 +00 +. V I A I4 174 00 18+010 _ 0 RIGHT -OF -WAY
_ 3 PROPERTY LINE
�- INV 8'115 & S 378 i - — -- - - 1� "D _ 1 'C SSMH RIM -44.39 19 _i'
- -- -:_- .• - �.tT'. _:._ _ -- r - -2 -SIDE .Sf: GYEB. —_ — — _ __ - _; - -- -'INV 8" N &S =38.7 INTERM. CONTOUR
-
Q ,: _ _MAIN AVE S REI�gCH SENT INDEX CONTOUR
F�- : _ '_ i 1 - -. - RANCH SECTION - - - - -- a -- + _.. -_ - - - - - -- - - --
-,
- - - - r = - -- !_ y I r._ \ STA;' 17 +27 R _ =_�_- - _NEW SIDE SEWER - _ L .,. - ------------ ------ - - - - --
UG SEWER SERVICE
W _ - - - - STA. 18 +10 RT.
LF it i. CONC. CURB /i / / /i /i / /i. ;i% /i / 7 - �' N
Z " - UG STORM
J _ REPAIR (TYP) n W - --
2 I ❑ PH °,_T " CORDS SH W A 6" STORM UG WATER
~ q / CITY RECORDS = Z UG WATER SERVICE
_ I -' �I - r �, S n L FROM',, N
U \. , \ EXMOVDE A KEPli%\CE l 4 PAVEME T\ CORNER OF I BLDG T 330 MAIN N AVE S. J - UG TELEPHONE
=4 =? NEAREST JOINTSR(TYP) -F' II 43 _ REPAIR ,( IF STORM, SEWER I CONNECTER,= "TO,EX. - - -- UG GAS
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NOTES - f " z ': BLDG #330 SEWER MAIN, CAP X. PIPE & CONN�CT 1�- - -- UG GAS SERVICE
fl F y,- E T _ 3T0 EX CATCRI,,8ASFN IWy41'$ LF 6' Q -
F f l 4 - I -- -- - --- UG POWER
1. EXISTING SIDE SEWER CONNECTIONS SHOWN ARE
BASED ON TELEVIDEO OF MAIN AVE. SEWER LINE
`; �- t P,J 4 R.. S B4 �'.2 J NF I J UG TELEVISION
n,
& CITY RECORDS. NEW SIDE SEWERS SHALL BE I 4 F 6. •T 4_ 5 r N e 4
A Nv ` - N GAS METER
PROVIDED PER NOTE 2 & AS SHOWN ON PLAN. �' IN • . h� ' N &S =3 3
® 44. L 17 GAS VALVE
SIDE SEWER REPLACEMENT, PAVEMENT RESTORATION, - C.!T - cF tiIV z -- - R I TRANSFORMER
CURB REPAIR & SIDEWALK REPLACEMENT SHALL 0!I __ N`! R 4c :,.) - JAI
CONFORM TO CITY OF RENTON STANDARD DETAILS FE; E IN`„ R(--,-, 4 8 H E F'! POWER VAULT
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& THESE PLANS. -,I- _L DIN . C- -40J. N' F +I 0 TELEPHONE VAULT
2. LOCATE EXISTING ACTIVE SIDE SEWERS ALONG INN, k' O SEWER MANHOLE
MAIN AVE. LINE FOR THE FOLLOWING BUILDINGS N- II ?` a R CATCH BASIN
& REPLACE AT THE SAME LOCATION WITH NEW 'F T4`'` F i6 R F 4` L', STORM MANHOLE
6" SIDE SEWER LINE(S) BETWEEN T SS MAIN `•' ?
& PROPERTY LINE: 3CT ? -H EXIST. ' BUILDING
317 MAIN AVENUE SOUTH CALL 48 HOURS
319 MAIN AVENUE SOUTH BEFORE YOU DIG
323 1/2 MAIN AVENUE SOUTH 1-800-424-5555 . $ Y R
- -
55 .... • • .329..MAIN.AVENUE. SOUTH ........ _ .... ............................... _ .................:.. ............................... ........ .. ......... ........... .......... ....... ....... ...... ... ..... .... .. 55
331 MAIN AVENUE SOUTH z z z DESIGN C0MPANr
330 MAIN AVENUE SOUTH NEW SHALLOW. S.S.M.H. #3 ° w . ° ? o o Q 911 Western Avenue
54'. DIA. 6' DEEP a v ¢ a a o Suite 302
3. PIPE LENGTHS &SLOPES SHOWN IN PROFILE z z z z z z' STA: 16 +50 5' LT. ' ° - ° ° C) ' JI°
.......... o o - .a o o . U :5 ..... ...... .o ............. ... .. ........ ........... . .................... 50
50 ARE 'FROM EDGE OF M:W: 'TO' EDGE' nF..... o ........... w � Q w w 0 z....... RIM= '43:43' ' Xi U) .I D- � > o Phone 206.223.0326
M.H. (2' OFF CENTER) a�za�o a z a�z a IE 8" NORTH = 37.53 ('IN)) o �' o ° X w xo °
Q U JU C) J U J U. ( F-
o z o 0 0 0 0° IE 8" SOUTH = 37 43 OUT w o v o n
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4
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EXISTING GROUND -� � Iw I� .Iw Iz L� Q 3 � - a � Qlco
45 AT CENTERLINE XL °.........:. o a:o ° .xo a o oz o o..... ...... ....................... a ..... arm...... ... ... .. 45 A of
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o� �� 9b,
40 .......... .......... ...... ................. . ......... .............. ............III. ... ..... ......... ... ............. .. ...... ..... .. ...... .. 40
--
II
_ 321 LF 8" S.S. ® 0.48%
- -- - - -- -- - - - - --
----------- --- -- -----= - - - - -- - _ -____ --- _- _- _ - - - -- RECOMMENDED FOR APPROVAL
35 ................... ... ...... ............................... ... ........ ...............I ... .. .... ... ... °..... .. .. .. ....... ....... ........ ........ ...... ... ......... .... ... ... ............ .... .......... ...... .. ..... ... ............ .... ... PLAN REVIEW DATE
35
WASTEWATER UTILITY DATE
EXISTING SS MANHOLE
EXISTING SS MANHOLE
30 ........................................................................................................................................ ............................... _ .
30
CITY OF RENTON
DEPARTMENT: OF PUBLIC WORKS
25...... ........... ............................................. ..... . _ ........ ..... ,... ........ ... ... ...............:......... ........ ....... .......... .... ............................... .............. .. ........... ..... MAIN AVENUE SOUTH UTILITIES REPLACEMENT
19 +00 M T
20 ............ ............... ....... ......... ................ ..............: ............ .......
14+00 15+00 16 +00 17 +00 18 +00
ww,u- 27 —i/$9