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FOUND BRASS T
11"01"ONDO CKSET
N 177587.59 WN0.5(9/23/05)
E 1298429.45
HORIZONTAL DATUM: -
HELD THE ROAD CENTERLINE OF RAINIER AVENUE
SOUTH (STATE ROAD NO. 5) AS N 19'58'03" W
PER THE RECORD OF SURVEY PREPARED BY
STEPAN & ASSOCIATES INC., DATED APRIL 1986
AND RECORDED IN BOOK 49 OF SURVEYS,
PAGES 278, 278A & 278B, AUDITORS FILE NO.
8606039020. COORDINATES ASSOCIATED WITH
THIS DRAWING ARE ASSUMED.
ORIGINATING BENCHMARK:
ORIGINAL BENCHMARK: ELEV. = 27.87
CITY OF RENTON SURVEY CONTROL MONUMENT NO. 1920
FOUND 3" BRASS DISK STAMPED "KING COUNTY SURVEY
MON ENT EN 61 1973" IN SIDEWALK ON THE E ST SIDE
CONC IE 26.30 (OUT -N)
�- -w
'W UNE VERT CURB
CONC WALK
3
i.
W
6" PVC
/FH 8" PVC
CTR Ct
NI9'58,03 "W ,
/ Jy
,0
2
_.1. /-COMMERCIAL SIGN
RAINIER AVE
SOUTH (STATE ROAD NO.
FOUND TACKSET
INLEAD ON CONC MON
DOWN 1.0 =(9123105)
N 17718756
E 1298582,05
RAINIER AVE SOUTH. LOCATED NORTH SIDE OF w
SOUTHERLY DRIVEWAY TO BUILDING AT 604 RAINIER AVE
SOUTH. w N
ORIGINAL BENCHMARK: ELEV. = 35.76 CB /103 ¢ , SS-0
CITY OF RENTON SURVEY CONTROL MONUMENT NO. 2102 TOP 2841
FOUND COAST & GEODETIC SURVEY BRASS DISK
_ STAMPED "TT 249° IN THE TOP OF THE SOUTHERLY END 6" PVC IE E
IE27333 )
(S)
OF THE NORTHEASTRLY CONCRETE WINGWALL OF THE
BURLINGTON NORTHERN RAILROAD BRIDGE OVER RAINIER
AVE SOUTH. g^ o
TBM A: ELEV. = 29.54
SET RED PLASTIC CAP ON 1/2" REBAR STAMPED "TRIAD CONTROL' ICV \ EXISTING
1.0' WEST OF THE BACK EDGE OF CONCRETE WALK ON THE WEST �S ' BUILDING
SIDE OF RAINIER AVE SOUTH 11.5' SOUTH OF THE SOUTH EDGE OF SS o EXISTING
DRIVEWAY CUT BETWEEN SOUTH 3RD PLACE AND SOUTH 4TH N :moo. ..
PLACE. BUILDING
y APPROXIMATE. LOCATION 8° CONC
- --- -'- \ rc / SS ---p SSMH 535 46° SEWER LINE PER CITY OF RENTON
PARCEL "F" / VERT CURB oo: ' SSMH 536 48° RIM 8.3 AS -BUILT 'SANITARY DATED 8 --13UI
6" PVC IE 24.58 (OUT -W) 17TLEp °SANITARY SEWER AS -BUILT
0� / TIV-2 IE 24.83 ON-E) FULL OF GELATIN LIQUID TO SERVE JAGK -IN- THE -BOX SO.
W\ / PLANTER 4TH PL & RAINIER AVE S0.°
w AREA FULL OF GELATIN LIQUID (GREASE TRAP}
SSMH 268 z ` / 'v� ,� (GREASE TRAP) GB u7605 -
IM 29.16
5' CYCLONE- / 12" PVC (IN -N) W �` �Qg�o / (� RECONNECT EXISTING SEWER 6" CONIC (OUT -E)
FENCE It 12" PVC (OUT -W) \ LL 0 Y' _ 3 ss --o TO NEW MH WITH 9 LF OF
"--SS CTR CHANNEL 21.06
2^ \ ar may° 8 „ PVC @ 2237 GM CB 2 .5
c� P / TOP 2 .52 N
/29a N (1 cwi TOPH29.Z135 JS CO 6" CONC IE 26.18 (OUT-E) N
® �ir $S
' LS 6' PVC TOP ELBOW 27,71
(GREASE TRAP) 8°
Co 4p2 / / ^ q \ a PA L$ SS QP \e2\
ICV SSMH O59 \ CONC 7�
1 28.5
\ 3 BLOCK S
EXISTING " ssMH 7336 \
28"' f m \ U PLANTER 8' PVC (IN -E) 29.27 WALL
BUILDING / z AREA 8" PVC (lN -SW) 4^ PVC TOP ELBOW 27.77
PLANTER ( P AREAR / 8" PVC (OUT -N) GREAS£ TRAP) jl
F / AREA r 2a SSCO /ry°j CTR CHANNEL 20.97 ( 0 SSCO SIGN
rc tr p WV / U: S "9' CLEARANCE" w \ h UQ =\6
/ SIGN �' I'� ` i 8" `- SS a" _ SSC z s 4
"STOP" V -SS `a'' 8 PAS- 6' CYCLONE
/ W -- ,.GONG A r: CONC - / FENCE TRASH
PLANTER
w _ ENCLOSURE
® � LS _� _ --_ W o� -' � 8" �2� �' AREA 24 "M � SIGN MENU"
MH #G -1 °
SS ,28 FL W lIN SS SS 8. PLANTER R BOL SIGN /
° RT URB PLANTER PLANTER ' "DRIVE THROUGH"
G AREA AREA \7g� VER CURB SIGN i
G�2 SIGN' VERT CURB RECONNECT EXISTING SEWER SSCO CONC WALK "STOP" e ,_
-` \ "STOP" SSMH 7058
PLANTER AREA / TO NEW MH WITH OUTSIDE DROP RIM 2a 53 _ �' �Ow INE .-RT c RB -"--- r -
g' PVC (IN -S)
/ 1 _ X28--' v
SSMH 203 3 -- 8" PVC (OUTL 21-
RIM 27.74 �2J CTR CHANNEL 21.18 yg s'F
"SQUASHED" BOl
12" PVC (IN -E)
12" PVC (OUT -W) Oz
CTR CHANNEL 18.36
......................................................................................................................................................................................... ............................... . ..... . . ...... ............................... . ............ ...............................
SSMH #7203 REMOVE
RIM 27.74 X7059 -
- 12" PVC .(IN -E) "SQUASHED" RIM 28.57
12" PVC :(OUT -W) 8" PVC (IN -E) : REMOVE
CTR CHANNEL 18.36
S. PVC (IN -SW). SSMH 058
:.........:............... ....:.........:.........:....IE 6" SE.= 18. 46...:.............................:.................. ............................... g ". pVC (OUT >N) .... . RIM. 28. 53 ..... ..:........................ .....:...................................... .:....... ..................
....:.........:.........:... .
OTR CHANNEL 20.97 8" PVC (IN -S) RECONNECT EX. SEWER. TO NEW MANHOLE.
8- T P CHANNEL E)18 : CONTRAC TOR TO DETERMINE APPRORIATE BENDS (45
OR 22.5) IN FIELD.
- EXISTING GROUND -
25 °- 25
PLUG EX PIPE MH #C -1
�� ......:. ..... ..:........ ........ ..... ..... PLUG EXPlPE....... _ rl ..... ... �0 ... .... ...:........
E.1298282 58
15
...............
i NEW 48 MH
- UOLru {o rvCL, % �" M
R 501
I= 28. - S 329816
. RI =28.= 19.32
IE8 "S= 19.42:
lE 8 "E = 20.77: 1.5
... ............................... .............. ...... ......... ..................-........................... ..............................
.........................
o� iRiAD =20' xoA¢rs -wuiae ®® iee� DEC 2007
-
MAB RENTON 2008 SANITARY SEWER REPAIRS°°" _
MAB
T ax-
NiE . '' A w ex I DATUM Planning /Building /Public Works Dept. H anow ix Renton Center S H0-`
6
NO, REVISION BY DATE APPR rccoA y ssn: w: '-
IH A
'11 iS- Jq-6 g-) C,
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