HomeMy WebLinkAboutSWP2702837.4CM
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CV 1ETR0 96" SS 4_J
13.4f AT N 34TH ST (�
IAVD 1929 - EASTSIDE
NTERCEPTOR, KENNYDALE TUNNEL
FLANS 12/62 j�
� ROCK END OF DITCH
SEE DETAIL DWG 8"W TYPICAL 3' DOWN
-TOP 77. , 25' ( TOP DEFLECTED UNDER
BOLT 76 BOLT 24" CONC STORM PIPE CB TYPE II 48"
TOP '76.44 P i.
J11
25' BOLT 74.53 �� WV I T 74.a2 (STORM EST IE 72.9f) TOP 77.49
PLAN WTR-27-2305 iNv N 73.3882 74.23 INV S 73.9725'
74.01 CB TYPE II 48" BOT 72.59
,TOP 81.33
73.3 IM 77.42INV E 71.06CB TYPE II 54" BOLT 78.37INV W 70.62ROUP OF 4 RIM 77.46 #3310 �� INVN 72.09 � FILL DITCH I D c TREEsINV S 72.T8 CB TYPE 1 �Ln WV INV E 72,20 TOP 79.END OF FILL 51 INV SW 74.48 CONC INV N 7801# NV 74.32 INV NW 74.48 NV S 78.11 FHCB 5A sTAND PIPE liBOTT 70.29 BO1 T5.91
DWY W2"GONG SD = �80OF _ -_AIR VAC
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B
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i_ _ _ = -- - ASPH DWY 6"W ABAN
-- -- - - - - - _ - - - r DITCH r -
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WHITE NL STRII>_-_-- _ ---
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CB# 5 _I F Y �� w --- 5+oc
- - - - - - - - -I-- --- - - ,--------
SSMH 48_ ------- ., i �:,- r, 11
WML ASPHALT SH01r, - - - - -- - - - - - - - -
RIM 75.8� PP I' _ _ ,_ i - __ _
--__-_ - G-------- --- NV E 68.00 > ~<: TYPE I _
3 0 B A , �. CB � � ---- � -
rf
4 I -, -
v W 67.90 = I CUNC CONC RI 76.41
CB# 6A --_. CB TYPE I l
,.g -- --- M- "- - �-
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- T � WY T DWY I TNV-�€ -74.66 RIM 77.34 Wti" MB
GCB TYPE II 48" BOTT 72.93 ROC ' INV NE 75.20 / PP
SPA
--
RIM 76.77 f, BOTT 74.22 -
- i
- � ItiV E 70.46 1GRASS
IN
V i -
= INV, S 70.55 _� SSMH 48" v)
11 70.48 I - - -- - REBUILD 3" HIGH ASPHALT CURB RIM 80.32
-- -- BOTT, 69.81 ,T EB R & CAP I ��� r NV E 7249 00
�o I 2E 74 0 � ROM STA. 4+05 TO 6+P00_ --- INV w 72. 9
- N ; I rM CURB. TIE .INTO EXIST
CB TYPE II 48"
�o
Ld w TRE_ I RIM 70.63
TOP 80.42
- FUTURE DESIGN NOTE -
BOLT 78.16
RESIDENT AT #3302 REPORTS POSSIBLE
TOP
80.35
TOP
80.38
GROUNDWATER PROBLEMS, WATER UNDER
BOLT
78.02
000 BOLT
78.21
CRAWLSPACE. IF DITCH TO SOUTH IS FILLED
WV(3)
CONSIDER INSTALLING A PERFORATED PIPE IN
IT TO AID GROUNDWATER DRAINAGE.
CB TYPE I
RIM 81.03
-- --
2
INV E 78.68
I
INV SW 77.91
v
BOTT 77.11
L
C )'
12'
0
I
PLUG PIPES (4 LOCATIONS)
X
RIM 80.70
FILL DITCH BETWEEN CB# 7A-713
INV NE 77.84
''�.7b
INV S 77.86
ROCK END OF DITCH
CB#
I
INV W 77.58
SEE DETAIL DWG SIDE SEWER STUB
I
BOTT 77.17
( O APP )
SIDE
ENCF_
(RUN
14
CB#
7k
,--
--- -
-
5+61.37
C�
{ �
18" INV 78.73 in 82 6 W (ABAN)
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WV
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TO u.73
a^.F F-_ _
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-- _-
BC_ 1 8.60
6+00
�L YE C)W
rG,P- ---- -
------ ---
O
STUMPS 4 , INV E 66.68 \\ HSE #3309
� D I INV W 65.58 HSE #3313 I PLU n
I % �� -__-- Rl1TT R-A 3d
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-- -- -- ---- -,
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t
u.�� - G P
8CB TYPE II 48" PF IP
p UG _ - �-
RIM 80.47 - < _OXL
INV N 73.92 CINI------ / f-P
INV E 76.92 WMn WM PC) r
TINV S 74.02 Q
BOTT 72.92 -�
� I REBUILD
DDISTURBED.
EXISTING ASPHALT CURBS
WHERE
U
POSSIB
"SAGE'
'�L Lev I L- CB#7A TYPE 1 L
EXPIRES 9/11/ 3+00 4+00 5+00 6+00 STA. 5+83, 19' RT 7+00
JOB No. CR00004 'Sol ID I 96iffNt�= GRATE
STATIONING ON BURNETT AVE N. CENTERLINE RIM EL 80.70
12" r-- - NE IE = 77.84
R N C E � 8c ASSOCIATES GROUND PROFILE ALONG CENTERLINE 12" W IE=zit 77.58
18" S IE=Z - 77.86
CERTIFICATION SURVEYED: SCALE:
RLS P.O. BOX 742 1 HEREBY CERTIFY THAT THE HORIZONTAL AND D.RINGEL 1 '=20' vERnALL NAVD 1988 CITY O E
HORIZONTAL:RTICANAD 1983/1991 q
VERTICAL LOCATIONS OF THE TOPOGRAPHIC DESIGNED: �-
ID. #986 CASCADE, IDAHO FEATURES SHOWN HEREON ARE THE RESULT OF Cit As -Built Additions Corrections DWC s/1o/o1 DRAWN: DWC RENTON
8361 1 A SURVEY MADE BY ME OR UNDER MY DIRECTION. CJ00026 AS -BUILT ABJ 7 25 01 MDD, DWC ONE INCH
WA. #23613 CJ00026 AS -BUILT ABJ 6 13 01 CHECKED: RJS AT FULL SCALE Planning/Building/Public Works Dept.
DWCMT. #7917 (208) 382-4230 IF NOT ONE INCH
F.D. RINGEL L.S. 23613 DATE:5/25/00 N0. REVISION BY DATE APPR APPRovED: scALE AccoRoiNCLv
RJS
Srvp- gig? -vi$,#7
20 10 0 20 40 60
SCALE IN FEET
CITY OF RENTON
CONTROL NETWORK
VERTICAL CONTROL DATUM
3RD ORDER, 1st CLASS
NAVD 1988
HORIZONTAL CONTROL DATUM
2ND ORDER, 1st CLASS
NAVD 1983/1991
LEGEND
WM El WATER METER
FH Q FIRE HYDRANT
WV ® WATER VALVE
W WATER LINE
GV ® GAS VALVE
12"CONC SD STORM DRAIN LINE
CB CATCH BASIN
SS SANITARY SEWER LINE
SSMH SANITARY SEWER MANHOLE
G GAS LINE
MB o MAIL BOX
x x FENCE
POW VLT El POWER VAULT
UGT UNDERGROUND TELEPHONE
UGP UNDERGROUND POWER
o STREET LIGHT
MIC ® MONUMENT IN CASE
S --a- SIGN
TJB TELEPHONE JUNCTION BOX
NOTE B:
EDGE OF CONCRETE BASED ON SURVEYOR'S MEASUREMENTS
DURING LAKE WASHINGTON BLVD. REBUILDING PROJECT
BY CITY OF RENTON TRANSPORTATION DIVISION 1996
Daa283709
NOTES:
1. All Type 2 CB's Shall Have Solid Locking Lids.
2. Type 1 CB Profiles Are Along Pipe Lines.
3. All CB Grates Shall Be Set 0.1 Feet Below
Adjacent Ground Level.
4. Field Adjust Type 1 CB's To Locate At Low Points,
In Flow Lines, And To Clear Existing Utilities.
AS -BUILT
RECOMMENDED
FOR APPROVAL
BY Daniel Carey 8/04/00
BY
Z
ORIGINAL PLANS STAMPED BY:
RONALD J. STRAKA ON 8/04/00
PE #29727 EXPIRES: 10/16/01
LAKE WASHINGTON BLVD/ 7/25/00
BURNETT AVENUE NORTH FIELDBOOK:
PAGE:
DRAWING NO:
STORM SYSTEM PROJECT SWP-27-2837
4 5
SCANNEQM�kR 291 /)!. , _a��"� IDI 121813171014
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