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25' s 25' REMOVE OLD CB
12 00 CB TYPE I
RIM 92.23
CB TYPE I INV E 90.15 =
REMOVE OLD CB. 25'
RIM 90.47 INV W 90.00 CB TYPE I
FORM ASPHALT CURB INV E 87.65 z I�\ jl I BOTT 88.98 + FILL DITCH BETWEEN PIPE RIM 101.40
I- FOR CB# 8A INV W 87.57 0 PLUG PIPES 4 LOCATIONS - --PLUG AND -NEW INLET
BOTT 86.95 v 2 WV00 ( ) - - - INV E 98.78 _
CB 9B ROCK END OF DITCH # ROCK END OF DITCH sE ��� INV s 98.95
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JGP OR UGT. BOL1 88.37 INV N 87.13 INV E 98.08 r
WV(4) INV E 87.53 _ BOTT 92.49-
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INF.-OC ��oCl 88.31 BOLT 88.44 RIM 91.31 BOTT 85.42 ON THIS SIDE. WHERE DISTURBED. 0�1 r-I 48'
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BOLT 88.36 148
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NOTE - STREET OVERLAYED IN JULY 2001
12" E IE=
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7+00
8+00
CB# 9 TYPE 2
48"
9+00 CB RIM EL'S MAY VARY FROM AS -BUILT SURVEY 10+00
-
11 +00
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100 I CB# 8A TYPE 1
CB# 8:TYPE 2
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48
SOLID LOCKING
LID �
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100
STA. 19' RT
STA. 8+06, 5'
RT
RIM EL =
"
91.28 --
VANED GRATE
SOLID LOCKING
LID
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R I N GEE & ASSOCIATES
RLS P.O. BOX 742
ID. #986 CASCADE, IDAHO
WA. #23613 83611
MT. #7917 (208) 382-4230
�Y Wy,N
8+00 9+00 10+00
STATIONING ON BURNETT AVE N. CENTERLINE
CERTIFICATION
I HEREBY CERTIFY THAT THE HORIZONTAL AND
VERTICAL LOCATIONS OF THE TOPOGRAPHIC
FEATURES SHOWN HEREON ARE THE RESULT OF
A SURVEY MADE BY ME OR UNDER MY DIRECTION. c1o0026
CJ00026
F.D. RINGEL L.S. 23613 DATE:5/25/00 N0.
Citv As -Built Additions / Corrections
REVISION
SURVEYED:
D.RINGEL
DESIGNED:
DWC 9/10/01 DWC
DRAWN:
ABJ 7 25 01 MDD, DWC
ABJ 6 13 01 CHECKED:
DWC, RJS
BY DATE APPR APPROVED:
RJS
SCALE:
VERTICAL: NAVD 1988
1 "=20' HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
I
11 +00
RECOMMENDED
FOR APPROVAL
BY Daniel Carey 8/04/00
BY _
CITY OF
RENTON
Planning/Building/Public Works Dept.
N
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 ❑
POWER VAULT
UGT
UNDERGROUND TELEPHONE
UGP
UNDERGROUND POWER
#---o
STREET LIGHT
MIC ®
MONUMENT IN CASE
S
SIGN
TJB
TELEPHONE JUNCTION BOX
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.
NOTE - KEEP MINIMUM OF 3" BETWEEN 8" WATER AND
12-18" DI STORM PIPE. PLACE ENSOLITE OR NEOPRENE PAD
(MIN 2" THICK) ON TOP OF 8" WATER,
COMPACT BACKFILL VERY WELL.
S ORIGINAL PLANS STAMPED BY:
-BUILT
RONALD J. STRAKA ON 8/04/00
PE #29727 EXPIRES: 10/16/01
DATE:
LAKE WASHINGTON BLVD./ 7/25/00
BURNETT AVENUE NORTH FIELDBOOK:
PAGE:
STORM SYSTEM PROJECT SWP-27-2837
SHEET: OF:
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