HomeMy WebLinkAboutS-218904LEGEND
e NEW SANITARY
SEWER CLEAN OUT
REMOVE EX. S.S.M.H. N ® NEW SANITARY
SIDE SEWER REPLACEMENT NEW SHALLOW S.S.M.H. #5 SEWER MANHOLE
STA. 20 +76 LT. INSTALL I (STA. 20 +76 3' LT.) NEW SANITARY
SURFACE CLEANOUT
AT CURB LINE I PROJECT MERIDIAN IS ASSUMED SEWER LINE
4 LIMITS OF PAVEMENT ASPHALT PAVEMENT
zo 0
NEW SHALLOW S.S.M.H. #4 11 8 REPAIR (TYP.) 0 20 ao REPAIR
F SEWER & WATER CONCRETE SIDEWALK
(STA. 19 +75, 5' LT.) !.1•. _ t I' 3 TRENCH REPAIR
5
SSMI i [RIM-45.24
-- 8 SECTION (TYP.) SCALE: 1' 20' =
iM! 6" Vv S9 44
INV n" S -39.34 1 - CENTERLINE R.O.W.
RIGHT -OF -WAY
PROPERTY LINE
2 SEWER TRENCH N \ , -- NTERM. CONTOUR
BLDG 315 SECTION (NP.) iU
A// Ff - _�I- E i 4 = cam_ INDEX CONTOUR
UG SEWER MAIN
BLDG #928 BLDG 233
Ls9 y BLDG #919; 1. SSMH RIM-45.24 # / Lil - -- - -- UG SEWER SERVICE
BOT =41.5 %' &'235
_ BLDG #231 1/2 2 - -- UG STORM
'j` /. (n UG WATER
LLI , .. ; : � �. / iii�� iii/ � � r _ F H ,��:TNNMII , ,�
li - LV - -- - -- UG WATER SERVICE
�OC NOTES: TELEPHONE
F „ N 1. EXISTING SIDE SEWER CONNECTIONS SHOWN ARE PLUG -EX. 8 "ys —y` UG GAS
t
E_ , ! &--T-4 o BASED ON RECORDS. OF MAIN AVE. SEWER LINE _ UG GAS SERVICE
O 00 T _ , - r &CITY RECORDS. NEW SIDE SEWERS SHALL BE
8 "_ S.S. _ EFTS --6
MAIN AVE S. 20 +DD / -i `� - 8 SS,�' �"0tf'S' -04— T + PROVIDED PER NOTE 2 & AS SHOWN ON PLAN. F -- UG POWER
-F _ T - SIDE SEWER REPLACEMENT, PAVEMENT RESTORATIOW - UG TELEVISION 17 - -
- - __2 Pf UG EX '; - �22�D� r T - - -- - -- K% CURB REPAIR & SIDEWALK REPLACEMENT SHALL r GAS METER
LIMITS ,,& PAVEMENT TRENCH SECTION. $, S.S. T ii mm RL QVE .�X 525.,My — _ IN AVER- -2 -3 N CONFORM TO CITY OF RENTON STANDARD DETAILS
2i+ 0: �
4, -- E GAS VALVE
9
Q
REPAIR (TYP.) $ _ - _y �1f �.EX 84.S.. 4 LIMITS OF PAVEMENT Q &THESE PLANS.
- -STA 19 +75 'RT = �F �` F � /I _ _ 8 REPAIR (TYP.) �' TRANSFORMER
2. LOCATE EXISTING ACTIVE SIDE SEWERS ALONG POWER VAULT
y I� lyl MAIN AVE. LINE FOR THE FOLLOWING BUILDINGS T TELEPHONE VAULT
-;— — L i, �;� 1� i�'. _ - f W E SAME LOCATION WITH NEW
- -- i I: �;� /i /i /�i G %U, / / /i7 „' %�L ;,%,� /�2i% ii /i,�iii.�i /Li /, i / i�� /i; i� fi' S�DE SEWER T INE(S) BETWEEN 8° SS MAIN O SEWER MANHOLE
Z GONG. CURB- ���� F �.� .c �.. /,'\ % J & PROPERTY LINE:
CATCH BASIN
2 REPAIR TYP.�� �I �D /,, BLDG #100'2 BLDG'•, #232 BLDG #230 Z STORM MANHOLE
( ) �. A 7
O I 1' I II _ U I U SOUTH \ -`-
REMOVE & REP LA E # _ ;< 230 MAN MAIN E
BLDG 304 r EXIST. BUILDING
Q CONC. SIDEWALK ANEL = i - f I F I - -- F 231 1/2 MAIN AVENUE SOUTH
_ I t 4 Q 232 MAIN AVENUE SOUTH
FROM NEAREST JOINTS \ - h - 233 MAIN AVENUE SOUTH
-4 Ir 44.7 Lr 4i I ENE SOUTH
Jt
(NP•) FIF G T 4_t I L- i1 =4�i. 237 MAIN AVENUE SOUTH
F FI 44
919 S. 3RD STREET
928 S. 3RD STREET
III' 1 �� ^,'_ `i - - '
1002 S. 3RD STREET
'F 4 304 MAIN AVENUE SOUTH
- " " -z 315 MAIN AVENUE SOUTH
3. PIPE LENGTHS & SLOPES SHOWN IN PROFILE
ARE FROM EDGE OF M.H. TO EDGE OF
M.H. (2' OFF CENTER) CALL 48 HOURS
BEFORE YOU DIG
1 -800- 424 -5555 S Y R
55 . ............................... .................. .. ........... ............................... ............................... 55
z z NEW SHALLOW S: S. M. H...# 4 ... ...............................
- p p NEW SHALLOW S.S.M.H. #5 z ' 'z' ' z z o e s c N c o rn P A N r
(54” DIA. 5.9' 'DEEP) ° z ° z °
w (54' DIA. 4.8' DEEP) . � Q F Q r= Q a 911 Western Avenue
a p a STA.. 19 +75 5' LT. z z ¢ o Q a o Q.
ol> olc3 o RIM= 44.93 STA. 20 +76 3' LT.o z o olo olo QIo 0 o Suite 302
- - R1M =44.77 a 0 Seattle, WA 98104
50 ... ............................... w... w lE 8 ". S.OUTH.. =. 39.06. OUT .............. ¢ o. ¢ ............ ............................... 7.................... ............. I............................... ............................... 50
x X U IE 6' EAST = .39.16 (IN) ) IE 6" WEST" = o ° o x x � � x � Phone 206.223.0326
o� ovt o� 40.12 (IN)' ���� o° o° o° o -'
a a n EXISTING GROUND 1E 8" NORTH = o10 Xol< BEN • K
a¢ d a x �AT CENTERLINE 40.02 OUT w a d d JQ WA
alb Qlo p cn Qh QI� Ql aM .F ai
45 -- __ [1 -1L -� -.. ....... .. —.... — ...-- ..Q_..��...IlL. -..— 45 _ y5
........... NEW a a SEE SHEETIA6ER MAIN A�
- - - - -- tt /ONAE
�I ��
40 .._... . ............................... ____.__. _ - - -.__ - .- . -.. - -- --------- .----------------- - -.. -- ......................... ............................... owEssoWree
......................
------- - - - - -- EO EO 31-0 LF 8” S.S. CL. 50 D.I. ® 0.42% (POLYWRAPPED)
EXIST. 8" S.S. APPROX. TOP CRPL #1
{ 66' SWD PIPE.
. APPROX. TOP CRPL #2 EL. 37.7 35
35 ......................................... ............................. .. ... 1........ .......... ............................... _ ...................... ...............................
51 1/27 - SWD PIPE .
EL. 38.5_ 2 - 18' LENGTHS D.I. PIPE
WITH 3 RESTRAINED JOINTS.
CENTER ONE.JOINT MIDWAY
30 ................................................................... ............................... .............................. .,BETWEEN ....ER PIPELINES BETWEEN CEDAR RIVER PIPELINES 24 +00
EXISTING SS MANHOLE EXISTING SS MANHOLE #17 -93 c
'
25 ....................................................................................................................................................................... ............................... .....
23 +00
20 .................................................................................................................................................................................... ...............................
18 +00 20+00 21 +00 22 +00
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