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RINGEL & ASSOCIATES
RLS P.O. Box 742
ID, #986 CASCADE, IDAHO
WA. #23613 83611
WIT. #7917 (208) 382 -4230
BASE SURVEY 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.
F.D. RINGEL L.S. 23613 DATE:5 /25/00 I NO. I REVISION
suRME ;
D.RWGEL
DRAWN:
MDD, DWC
CHECKED:
DWC, RJS
BY DATE APPR APP—D:
RJS
9GA E
VERDC ' D 1 83/1
1 •• =2D• i10RIZ0MAL NW 1993/1991
uNI_ E'"GN � DAIUM
ATNLL EM
IF NGT ONE INCH
5G ACCORDINGLY
R n, FR 1517
�L�L 1; 6 9
,'" -
NOTES
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 o
WATER METER
FH Q
FIRE HYDRANT
WV ®
WATER VALVE
W
WATER LINE
GV ®
GAS VALVE
12 "CONC SD
STORM DRAIN LINE
CB
25'
SS
25'
I REMOVE OLD CB
SANITARY SEWER MANHOLE
(�
1z
MB o
I
x x—
FENCE
POW VLT El
POWER VAULT
E "OVt OLD CB.
UNDERGROUND TELEPHONE
UGP
I
-
zs'
STREET LIGHT
zs'
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CORM ASPHALT CURB
�
SIGN
TJB
TELEPHONE JUNCTION BOX
I
NEW STORM PIPE AND CB'S
I
FOR C Bg 8P,
I
FILL DITCH BETWEEN PIPE
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I—
PLUG PIPES (4 LOCATIONS)
- -- - __-PLUG _AND- -NEW- INLET
WI i f
I
,'
CB# I96 ROCK END OF DITCH
RACK END OF DITCH
W
REMOVE 12" SD— I
I
SEE DETAIL DWG
I -
SEE DETAIL DWG
REMOVE 12" SD
-
— — —
PLUG
LLJ
CBS 8A
- - --
C # 9A
-
_
- -
— : -
- - CB# 8
RINGEL & ASSOCIATES
RLS P.O. Box 742
ID, #986 CASCADE, IDAHO
WA. #23613 83611
WIT. #7917 (208) 382 -4230
BASE SURVEY 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.
F.D. RINGEL L.S. 23613 DATE:5 /25/00 I NO. I REVISION
suRME ;
D.RWGEL
DRAWN:
MDD, DWC
CHECKED:
DWC, RJS
BY DATE APPR APP—D:
RJS
9GA E
VERDC ' D 1 83/1
1 •• =2D• i10RIZ0MAL NW 1993/1991
uNI_ E'"GN � DAIUM
ATNLL EM
IF NGT ONE INCH
5G ACCORDINGLY
R n, FR 1517
�L�L 1; 6 9
,'" -
NOTES
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 o
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 LI N E
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 �
SIGN
TJB
TELEPHONE JUNCTION BOX
C
NEW STORM PIPE AND CB'S
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. Adjust Type 1 CB's to iccata at low points,
in flow lines, and to clear existing utilites.
5. Contractor shall restore all landscaping,
planting, surfacing, and structures disturbed
by construction.
UTILITY NOTE:
The Contractor shall be responsible for verifying
the location, dimension, and depth of all existing
utilities within the project, whether shown on these
plans or not, by potholing the utilities and surveying
the vertical and horizontal io�nflcn p, for to construction.
The utilites shown on the plans are based upon the
unverified public information and are subject to variation.
If conflicts occur the Contractor shall consult the
project engineer to resolve the problem prior to
proceeding with construction.
WATER 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.
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QOt. WASH.y '9
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S'ONALENex
EXPIRES 10 /16 10(
CITY OF LAKE WASHINGTON BLVD./
R E N TON BURNETT AVENUE NORTH
Planning /Building /Public Works Dept, STORM SYSTEM PROJECT SWP -27 -2837
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8/02/00
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