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PROJECT MERIDIAN IS ASSUMED
2.0 0 1 1 0 20 40
Im-m mm i
I'_ SSMH RIM-41.10 f
co INV 2 4" W, 187NE, 8"N=32.97
x SCALE: 1" = 20'
BLDG #435 LEGEND
co L RESTRIPE & BUTTON 0 NEW SANITARY
BLDG #435 LANE MARKINGS PER SEWER CLEAN OUT
BLDG #919 :_ 4 SPECIFICATIONS 0 NEW SANITARY
EWER MANHOLE
SSMH RIM 42.24 S
0
A _.F+A__ INV 8" N&S=35.98 NEW SANITARY
P A SEWER LINE
77— LLJ
4 ASPHALT PAVEMENT
L I M, IT,�
IJ i OF PA REPAIR
"Pj
SIDEWALK
8 ROPAi N I LILOW S.S. ) CONCRETE NEW Sl� S.
REMOVE- EX � S.S.M�H. (STA. 13+25 5 H. #2 REPAIR
NEW S.S.M:H."#1
(S EWER_TR.ENCH Ld
TA.- 10+10.25 5' LT.:)-
MON CENTERLINE R.O.W.
--------- __,---REMOVE 8 SEC Ld
-----------REMOVE
I-, /—EX. 8" 10: F I � 'L, - -_- __ - --- Lf) RIGHT-OF-WAY
EX. S.S.M.H7
I I PROPERTY LINE
__7 lj 0 r. 4 nAII _Ij��mg
0 INTERM. CONTOUR
17, 11 I-fil il
- . , - F 44�t'
9+50 I�_ �` _S� + INDEX CONTOUR
10+00 > XT
BEGIN FULL LANE 7 + - - - - - - -
-------------- 12-+QQ�_
-REPAIR 1p UG SEWER MAIN
PAVEMENT
STA. 10+00 ------------ UG SEWER SERVICE
+0c)
14'-1
UG STORM
<
d -MAIN--AVE-S- UG WATER
UG WATER SERVICE
Ld UG TELEPHONE
z UG GAS
A _j UG GAS SERVICE
NOTES: 1 4-
C) UG POWER
R kyl -�
I\V 2' R C P We, + T. UG TELEVISION
1. EXISTING SIDE SEWER CONNECTIONS SHOWN ARE q
BASED ON TELEVIDEO OF MAIN AVE. SEWER LINE E_1T �E IN C"ICP < GAS METER
S I F, c. I _`.S.
CITY RECORDS. NEW SIDE SEWERS SHALL BE GAS VALVE
PROVIDED PER NOTE 2 & AS SHOWN ON PLAN.
SIDE SEWER REPLACEMENT, PAVEMENT RESTORATION, TRANSFORMER
CURB REPAIR & SIDEWALK REPLACEMENT SHALL SSMH SUMP Fj POWER VAULT
CONFORM TO CITY OF RENTON STANDARD DETAILS RIM=48.17 TELEPHONE VAULT
& THESE PLANS. INV 19' NE & SW=37.4 0 SEWER MANHOLE
2. LOCATE EXISTING-ACTIVE SIDE SEWERS ALONG - CATCH BASIN
MAIN AVE. LINE FOR THE FOLLOWING BUILDINGS L I I L STORM MANHOLE
& REPLACE AT THE SAME LOCATION WITH NEW EXIST. BUILDING
6' SIDE SEWER LINE(S) BETWEEN 9' SS MAIN
& PROPERTY LINE: CALL 48 HOURS
435 MAIN AVENUE SOUTH (CITY RECORDS BEFORE YOU DIG
SHOW A SIDE SEWER TO THIS BUILDING S V R
55 ........ FROM S. 5TH ST. ADDITIONAL SIDE SEWER(S) 1-800-424-5555 55
MAY OCCUR ALONG MAIN AVE. S.) . ...... . ................. NEW S�S:M'-H. #1 (4i�'_bw ............... .. . .... ............. ....... .......... ......... ........ .. ... .. . ... DESIGN C O M P A N Y
STA. 10+10.26 5 LT. NEW SHALLOW S.S.M.H. #2
3. PIPE LENGTHS & SLOPES SHOWN IN PROFILE RIM= 41.1 (54!' D3 +25.4 5' DEEP) 911 Western Avenue
ARE FROM EDGE OF M'H. TO EDGE OF Suite 302
IE 8- NORTH = (IN) 34.32 (MATCH CROWN OF EX. 24!')
50 ......... M.H. (2' OFF CENTER)........... 1 5'. LT Seattle, WA 98104
........................................................ ... IE AT- ME -- .32.97. (IN) ........................................................................................ . ............................. .. ...... .. R[M= 42 24 ..................... ... 50 Phone 206.223.0326
IE 24!' WEST 32.97 (OUT) IE T NORTH 35.90 (IN)
0 IE -T SOUTH 35.80 (OUT) BEN A.
VWMA
0 C?
0 . ... ......... ...... 45
45 ..... ................................................ .......... ... .0 .... ............... EXISTING- GROUND_�� ................. ..............................................
< AT CENTERLINE 96
Q� 0
00
0 FEOI..
<
40 ................................................ .............. .... ... < ........................ .............. ......................................................... .. .... ............................................... IDGWES 3/07/96
13 V)
D_ < t I-
< 0 RECOMMENDED FOR APPROVAL
S S. @ 0.48% - - - - - - - - - - - - - - - - - -
311 LF B"
35 ......... . ............................ ..................... ... ................................. ....... ........... .......... ..................... ................................................ 35
- - - - - - - -- PLAN REVIEW DATE
6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - -- - -
EXIST. 6' S.S. WASTEWATER UTILITY DATE
30 ....... ........... ........... ....... ...................... ............................................................................................................................ ......... EXISTING SS MANHOLE . ................................... 30
EXISTING SS MANHOLE-
r.TTY np _R_F.NTnN
........................ ........................ .................................. ........ ................................. ......................... ............ ................................... ....... I .......... .......
13+00 14+00
20 .......................... ....................... ................... ........................................................................
9+00 10+00 11+00 12+00
wwP-27_21839