HomeMy WebLinkAboutS-2029125 CONSTRUCT LOW FLOW CHANNEL (AND ADD SUITABLE LODI
INSTREAM COVER AT THE DIRECTION OF THE ENGINEER).
LOW FLOW CHANNEL EXTENDS TO EXIST DOWNSTREAM
DEBRIS PILE (SEE SHT C-9).
EXTEND CONCRETE ABUTMENT REPAIR 2` AROUND ENDS
OF GABION ABUTMENT.
f \ O7 TIE CONCRETE ABUTMENT REPAIR INTO ADJACENT GABION.
SHEET NOTES.'
THE ABUTMENTS FOR THIS BRIDGE MUST BE REPAIRED BEFORE
ANY LOADS HEAVIER THAN 5 TONS ARE ALLOWED TO CROSS.
SEE SHT C -9 FOR ROADWAY REPAIRS.
.
f
Z - - ----- 3. PROTECT EXIST. SS LINE DURING CONSTRUCTION.
1 V ! f
4. ACTUAL LOCATION OF ROCK WEIRS TO BE FIELD LOCATED
BASED ON THE LAYOUT SHOWN. LOCATION OF WEIRS SHALL
z BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTING
6
6
THE WEIRS.
- - - - - - - - - - - - - - - - - - -
X
-N T EXIST
12
2
f
co
Y
f
T-
ROCK WEIR
-L/9 (2 PLACES)
V
%
ff
A\-
4v
f
k
f
0
v
oc
BRIDGE NO. 2
ABUTMENT REPAIR
Z
LL?j SCALE. 5'
"S
�n
SmP2029
v
CITY OF RENTON
x,
DEPARTMENT OF PUBLIC WORKS
HONEY CREEK INTERIM REPAIRS
RECORD DRAWING REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS BRIDGE No.'2 - REPAIR
SUBMITTED WARNING SEE ORIGINAL CONTRACT DRAWINGS WWP-22-2029
0 Y2 I FOR SEAL AND SIGNATURES PLAN RENEW DATE DESIGNED: DATE; 5/93 FILE NAME:
PROJECT ENGINEER R C E. NO -DATE IF .. THIS BAR DOES 9-24-93 DRAWN: SCALE: AS NOTED
NOT MEASURE WASTEWATER LTU Y DATE RECORD DRAWING DPA J-6 1-21-93JC-ECKID-- FIELD BOOK, PAGE:
THEN DRAWING IS MONTGOMERY WATSON C. N . DATE NOT TO SCALE.
NO- REVISION �Y APPR. DATE SHEET: C-�5 OF:
E.
EXISTING
F B I
ABUTMENT REPAIR
REFERENCE NOTES.'
C
SFfltAUSIDE
E KEfir
A
(D
PROTECT EXISTING BRIDGE FROM DAMAGE DURING ALL
CONSTRUCTION WORK.
Ftow
2
CONSTRUCT ROCK WEIR (SEE SHT C-9).
HONEY
CRE6K
j
REMOVE AND REPLACE EXISTING STREAM BANK MATERIAL
f
,
AT BRIDGE.
z _
O4
STREAMSIDE ROCKERY (SEE SHT C -91
5 CONSTRUCT LOW FLOW CHANNEL (AND ADD SUITABLE LODI
INSTREAM COVER AT THE DIRECTION OF THE ENGINEER).
LOW FLOW CHANNEL EXTENDS TO EXIST DOWNSTREAM
DEBRIS PILE (SEE SHT C-9).
EXTEND CONCRETE ABUTMENT REPAIR 2` AROUND ENDS
OF GABION ABUTMENT.
f \ O7 TIE CONCRETE ABUTMENT REPAIR INTO ADJACENT GABION.
SHEET NOTES.'
THE ABUTMENTS FOR THIS BRIDGE MUST BE REPAIRED BEFORE
ANY LOADS HEAVIER THAN 5 TONS ARE ALLOWED TO CROSS.
SEE SHT C -9 FOR ROADWAY REPAIRS.
.
f
Z - - ----- 3. PROTECT EXIST. SS LINE DURING CONSTRUCTION.
1 V ! f
4. ACTUAL LOCATION OF ROCK WEIRS TO BE FIELD LOCATED
BASED ON THE LAYOUT SHOWN. LOCATION OF WEIRS SHALL
z BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTING
6
6
THE WEIRS.
- - - - - - - - - - - - - - - - - - -
X
-N T EXIST
12
2
f
co
Y
f
T-
ROCK WEIR
-L/9 (2 PLACES)
V
%
ff
A\-
4v
f
k
f
0
v
oc
BRIDGE NO. 2
ABUTMENT REPAIR
Z
LL?j SCALE. 5'
"S
�n
SmP2029
v
CITY OF RENTON
x,
DEPARTMENT OF PUBLIC WORKS
HONEY CREEK INTERIM REPAIRS
RECORD DRAWING REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS BRIDGE No.'2 - REPAIR
SUBMITTED WARNING SEE ORIGINAL CONTRACT DRAWINGS WWP-22-2029
0 Y2 I FOR SEAL AND SIGNATURES PLAN RENEW DATE DESIGNED: DATE; 5/93 FILE NAME:
PROJECT ENGINEER R C E. NO -DATE IF .. THIS BAR DOES 9-24-93 DRAWN: SCALE: AS NOTED
NOT MEASURE WASTEWATER LTU Y DATE RECORD DRAWING DPA J-6 1-21-93JC-ECKID-- FIELD BOOK, PAGE:
THEN DRAWING IS MONTGOMERY WATSON C. N . DATE NOT TO SCALE.
NO- REVISION �Y APPR. DATE SHEET: C-�5 OF:
E.