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HomeMy WebLinkAboutWWP2703298.6w
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HORIZONTAL DATUM:
0
FOUND BRASS TACK SET
IN CONC MON DOWN 0.5' (9/23/05)
N 177587- 59
E 1298429.45
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
I STEPAN & ASSOCIATES INC., DATED APRIL 1986
AND RECORDED IN BOOK 49 OF SURVEYS,
PAGES 278, 278A & 278B, AUDITORS FILE N0.
8606039020. COORDINATES ASSOCIATED WITH
THIS DRAWING ARE ASSUMED.
(STATE RogD
N0• 51
FLOW LINE VERT W
A-� CURB
CONC WALK W W
•' DRIVEWAY CUT
0w moo" SD FOUND TACK SET
IN LEAD ON CONC MON
CONC WALK DOWN 1.0' (9/23/05)
N 177167.56
E 1298582- 05
------------
TBM „A„
_ ------ _--------- COMMERCIAL SIGN
ORIGINATING BENCHMARK: ---- l29� - MW SSMH #7072
RIM 29.64 -�
ORIGINAL BENCHMARK: ELEV. = 27.87 6" PVC (IN-S) - ---- ss
CITY OF RENTON SURVEY CONTROL MONUMENT NO, 1920 _ --- -- 8" PVC (OUT-W)
FOUND 3" BRASS DISK STAMPED "KING COUNTY SURVEY _� - /FH CTR CHANNEL 24.10
� 0 �-
I
MONUMENT 9
" K ON THE EAST SIDE
RAINIER AVE SOUTH. LOCATED ID EDNORTI- SIDE OF w
-- \
SOUTHERLY DRIVEWAY TO BUILDING AT 604 RAINIER AVE Q
SOUTH.
z- -- - - --
_
ORIGINAL BENCHMARK: ELEV. = 35.76 CB 7103 ` w - SS--0
CITY OF RENTON SURVEY CONTROL MONUMENT NO. 2102 - _____
FOUND COAST & GEODETIC SURVEY BRASS DISK --TOP 28.41 a , �
~ 6" CONC IE 27.33 (N) \ -- �i
STAMPED "TT 249" IN THE TOP OF THE SOUTHERLY END 6" PVC IE 27.33 (S) ---- 1 ___- -
OF THE NORTHEASTRLY CONCRETE WINGWALL OF THE Lu
BURLINGTON NORTHERN RAILROAD BRIDGE OVER RAINIER z SD - -- -_-a 2 I
I S 3298
AVE SOUTH. o -- 6" 1 z
06
SD 0
• TBM A: ELEV. = 29.54 ``-__\ �� � ----6 � •
SET RED PLASTIC CAP ON 112" REBAR STAMPED "TRIAD CONTROL" ---_ IC 8 EXISTING
1.0' WEST OF THE BACK EDGE OF CONCRETE WALK ON THE WEST __ _ \ -____ BUILDING
�--- ----- SS_o
SIDE OF RAINIER AVE SOUTH 11.5' SOUTH OF THE SOUTH EDGE OF N 0Q EXISTING
DRIVEWAY CUT BETWEEN SOUTH 3RD PLACE AND SOUTH 4TH----
. - -- -- - _--- -- - BUILDING I LD I N G
PLACE. C E--------
�- �� � APPROXIMATE LOCATION 8" CONC
M / SSMH 7535 48" SEWER LINE PER CITY OF RENTON
m _ VERT SS--� RIM 28.39 AS
NOTES DATED 8-26-69
PARCEL >, F „ _ CURB
ly.
SSMH 75 ") 6" PVC IE 24.58 (OUT-W) TITLED "SANITARY SEWER AS -BUILT
v RIM 28.43 FULL OF GELATIN LIQUID TO SERVE JACK-IN-THE-BOX SO.
~ 6" PVC IE 24,83 IN-E 4TH PL & RAINIER AVE SO."
---PLANTER ( ) (GREASE TRAP)FULL OF GELATIN LIQUID
W -- - z �- - AREA
SSMH 7268 _ _, L / DO / (GREASE TRAP) Ca 7605
RIM 29.16 W - /
P
5' CYCLONE 12" PVC (IN-N) �29, 1 o - �_ Q RECONNECT EXISTING SEWER 6' CONC 27.40
IE 25.92 (OUT-E)
FENCE 12" PVC (OUT-W) `` ,� J SS -o TO NEW MH WITH 9 LF OF
-ASS CTR CHANNEL 21.06 WATER SERVICE WAS NOT WHERE SHOWN \- - z �,O 8" PVC @ 2.2% GM Cg 7585
IN DESIGN DRAW/NG, ACTUALLY WHERE NEW �� ' , 'o 0 t� P TOP 27.52 �
�- 12 SEWER WAS BEING INSTALLED. REPLACED 0�---_ EXISTING B SEWER --� SSMH 7335 SSCO 6" CONC IE 26.18 (OUT-E) N
i29 WITH NEW 2" POLYAFTER SEWER MAIN N LS ABANDONNED IN PLACE Q TOP 29.21
SD-12".
12" CONC IE 26.30 (OUT-N)
446.89'
N19'58'03"W -�
N
0
RAINIER q VE
_ 'SOUTH
--- �6 PVC TOP ELBOW 27.71
INSTALLED. I --- - ?p
w \
\ - (GREASE TRAP) /
8"
- - - - _ 3z O
--
CG 1 PA LS SS
7�EMOVE� \ w 28
ICV - --SSMH #7059 CONIC
w \ 8 ---RIM 28.57 - SSMH 6 BLOCK
\ ---- 8" PVC (IN-E) TOP 29.27 WALL
/ z PLANTER -�_- ( ) 4" PVC TOP ELBOW 27.77 Y S co
v' $� \ - 8" PVC IN -SW - - -- -' S -
8' PVC (OUT-N) ( ) g ° \
/ z AREA PLANTER -- GREASE TRAP
®� I PLANTER \n 0 AREA
0i/ CTR CHANNEL 20.97 SSCO \
SIGN
AREA ry
I- �$ SSCO WV J`
_ \ z s •� "9' CLEARANCE'
w 6' CYCLONE
SIGN `8>, SS 8„ SSCO 3� / o.
"STOP" �� �� �i S �- W W C I�NAL CONC LA PA FENCE TRASH
111 A-S PLANTER ENCLOSURE
SIGN
_Nrti� MH#� - `" 29 �� ,, ��� , �+ SSA „RESTAURANT MENU
8„ SS W PLANTER BOL SIGN
®- -� C-1
© AREA "DRIVE THROUGH"
PLANTER f �29 PLANTER \28 FLOW
W LIN~ VERT CURB SS-8" _� _
--- -- /PERT CURB i AREA
AREA SIGN /
CONC C) Q "STOP"
{ �� REMOVED ; i SSCo I WA
SIGN RECONNECTED TO EXISTING SSMH 7058 FLow WALK Q
II i O VERT CURB .
I o �
"STOP" RIM 28.53
C�RB
PLANTER AREA SEWER -SEE BELOW 8" PVC (IN-S)
_
_ - 2
3- 8" PVC (OUT -NE)
SSMH 7203 - �2� CTR CHANNEL 21.18 I 28 II I •.p wo o
I
RIM 7 - 2 .74
12" RYG (IN E) -SeHASHE151-
i
/ / \ X
/�� _ -- w
--
�\.
......................................................................................................................................................................................
SSMH #7203
REMOVED
N 177513.07
SSMH 7059
E 1298170.38
RIM 28.57
8" PVC (IN-E)
REMOVED
SSMH #7203
8" PVC (IN -SW)
SSMH' 7058
...................................... R/M2779..... �� .- .. ....... ............ ............................... . ......
g", P
......... VC (OU.T-N).....
RIM 28.53 ......... ......................................................
8" (E) 18.6
CTR CHANNEL 20.97
8" PVC (IN-S)
RECONNECT EX. SEWER_ TO NEW MANHOLE.
10" (W) 18:3
8" PVC (OUT -NE)
CTR CHANNEL 21.18 .
CONTRACTOR TO DETERMINEAPPRORIATE BENDS (45
8" (SE) 18:55
OR 22.5) IN FIELD.
EXISTING GROUND
25
............................................................................................................................................................
................................................
25
...............
PLUG EX PIPE -�`
PRIVATE SEWER:
MH #C-1 _
N 177323.51
20
r�nE 1298282.78 20
- . ------ --
....... .......
.......................... ........................ PLUG EX.PIPE.. .............
��
....... ..
.. ..............
NEW 48"MH ----- --- .............
- - RIM = 28.32
-246 in
215 LF of 8" PVC @ 0.26%
- lE 8" NW = 19.1
HOR
•o„�_ ��,►-�. IE8"S= 19.2
-�5 of wASy S�
� „ _ _ 9 : lE 8" E = 20 6
SS
1-8
z_1
5 v AS -BOIL T INFORMA T/ON BASED UPON :. - - . -- 5. .
.......... �.. .............. ........ ..........
Q SURVEYED: SCALE: DATE:
cf)-fft- z FIELD SURVEY PERFORMED EP 17, 2 TRIAD VERTICAL: NAVD 1988
,e HORIZONTAL: NAD 1983/1991 /� APRIL 2009
BY PLS, INC. SIDE SEWERS SHOWN AS DESIGNED: 1 =20' CITY 0
-10 23169 Q RENTON 2008 SANITARY SEWER REPAIRS PAGE:
�0�� S�ONAL Z \�� L OCA T/ON OF TEE ONL Y BASED UPON DAWN MAB ONE INCH DATU M DRAWING NO:
1 AS -BUILT I MAB 2-20091 i CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. Renton Center S - 6
EXPIRES 8 21 09 TELEVISION INSPECTION. NO. REVISION BY DATE APPR IF NOT ONE INCH
pPPR�LH SCALE ACCORDINGLY SHEET: 6 OF:1 0
SI-13121918