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3
RINGEL & ASSOCIATES
RLS a P.O. BOX 742
% ID, #986 CASCADE, IDAHO
WA. #23613 83611
It
MT. #7917 (208) 382 -4230
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 D
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
I
I
X x—
FENCE
\ I:
'
UGT
MODULAR BLOCK WALL
UGP
UNDERGROUND POWER
\
2s' 1
I
SEE CB# 3
S —
SIGN
TJB
25
==0
DETAIL DRAWING
NOTE 8" TIMBERS ALONG SHOULDER.
REMOVE, SAVE, AND REPLACE AFTER
\ I
\
'3
WORK IS COMPLETED.
\
\ \ \ \
CB# \
\
REMOVE EX CB AND ISD PIPES
REMOVE EX CB
I
°e\
REMOVE PLANTER AND TIMBER AS NEEDED
SAVE AND PRESERVE PLANTS.
\
72Sp
2
A ND REPLANT
T.
h�
°
B SINSTAL ED. AFTERN EW CN
l 1 \ \
Sjy
\ CB #' 1
/A
V
V
PAVEMENT RESTORATION
\
CITY DETAIL H032 LANE WIDTH OVERLAY - BURNETT AVE N
\
CITY DETAIL H032A TYPICAL TRENCH PATCH - LAKE WASHINGTON BLVD,
;_
ALL 12" PIPE CROSSINGS ON BURNETT AVE
\
\
REBUILD ALL EX. ASPHALT CURBS, AND NEW CURBS WHERE NOTED.
-
\
RESTORE ALL EX. PAVEMENT MARKINGS.
\
LAKE WASH. BLVD IS AN ARTERIAL COLLECTOR, USE 6 " +2" ACP (PER DETAIL H032).
THE PATCH ON THE BIKE LANE SHALL ENCOMPASS THE ENTIRE BIKE LANE.
'°
\
SAWCUTS SHALL BE PERPENDICULAR TO THE LANE.
' PLAN VIEW - 1 " =20'
- L6# 3 TYPE 2 4
STA. 4 +94, 18'RT
CB #2 TYPE 2:48„
STA. 4+19, 22 RT
1 TYPE 2 48"
STA: 3 +68, 25'RT-
1. SOLID_ :LOCKING..: LID..
SOLID LOCKING LID
__FRAME AND -GRATE
_..
[CR#
RIM EL =. 44 :f I
RIM EL= 42:45
I
RIM EL _ :43.72_ .
24 "N IE= 36.73
24"E IE= 40.00
- - -24 "S IE= 38:00
24„ N IE=37.25:
24" S 117 =37.25
- --
I 2.4'W IE =- 33 20
12 "N 117= 41:30
12 "17.117- 39.OQ
DEFLECT EX 12" SG .
REMOVE
REMOVE 12 "S IE= 38.5
4,5
INTO CB# 3-_
-.-
_
E, !i
-- - --
- --
40
INSTALL CB 8 ASE AT
- _ SAME ELEVATION AS SEWER
I.
_.
E ❑ _
_ .
3
J+
/
- EXISTING 8" SANITARY SEW LINE -
� 'P7
s
DEPTH
L fJ I<
LOWER SIDESEWERS UNDER 8D
.....:..
I PER CITY DETAIL, :IF . NEEDED ..I..
.: _ - -... ....._._
....
-. .__.._. - - -....
:.
.._._ ........
- 30 _ -- ._.. _..... _ -. _ .......
-..—.
75 LF 24" CPEP SD ® 10%
I
i
52 LF 24 "; CPEP: SD ®1.Oi
T i
-.._
i
3
RINGEL & ASSOCIATES
RLS a P.O. BOX 742
% ID, #986 CASCADE, IDAHO
WA. #23613 83611
It
MT. #7917 (208) 382 -4230
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 D
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 0
MAIL BOX
X x—
FENCE
POW VLT 11
POWER VAULT
UGT
UNDERGROUND TELEPHONE
UGP
UNDERGROUND POWER
—o
STREET LIGHT
MIC ®
MONUMENT IN CASE
S —
SIGN
TJB
TELEPHONE JUNCTION BOX
==0
NEW STORM PIPE AND CB'S
NOTE B:
EDGE OF CONCRETE BASED ON SURVEYOR'S MEASUREMENTS
DURING LAKE WASHINGTON BLVD. REBUILDING PROJECT
BY CITY OF RENTON TRANSPORTATION DIVISION 1996
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. Adjust Type 1 CB's to locate 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 location prior 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.
AV J
I.. CHECKED FOR COMPLIANCE
5 +00 4 +00 3 +00 RECOMMENDED �T CITY STANDARDS
STATIONING ON LAKE WASHINGTON BLVD. CENTERLINE
GROUND PROFILE ALONG NEW STORMWATER PIPELINE
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.
c.D. RINGEL L.S. 23613 DATE:5 /25/00 I NO. I REVISION
SUR�£VEO:
D.RINGEL
DESICNEO:
DWC
DR :
MDD, DWC
CNECKEO:
DWC, RJS
BY DATE APPR A"FD
RJS
1 " =20'
wxncu: NAw lees
NOR120NfM; Nw 1BB3II99I
DATUM
Z MCN
AT FULL SOME
IF NOT ONE INCH
SOME ACCORDIIN:O
RK11
14NOW L�L 1�� �6 9 F R �15
FOR APPROVAL
_ Date'�'� =�
BY D-,�' 8 �° Date -0o
BY Date
LAQ >T- CITY O F
AN RENTON
Planning /Building /Public Works Dept.
wasN,ticy
o
0 2 27 4Q
9�.r GIST
9FEPE� \�4,
�SS /ONA1 ENS
a -4 -c-
EXPIRES 10/16/01
LAKE WASHINGTON BLVD./
BURNETT AVENUE NORTH
STORM SYSTEM PROJECT SWP -27 -2837
8/02/00
FIEU]BOOK:
NM
2 5