HomeMy WebLinkAboutS-202922STREAMSIDE
F-C-1 ROCKERY
L19J W-8' HEIGHT)
AREA 0
PHASE 2
COP
F-A-1
BRIDGE NQ.-S
8' STREAMSIDE ROCKERY (LOCATION AS SHOWN)
B
Xli
AREA 0
PHASE 2
COP
............. N
RAISE ROAD GRADE
00' WIDTH)
j::ue
AREA N - PHASE 2 NOTES.'
(NOT USED)
2 RAISE ROAD GRADE
STA 25+50 TO STA 27+90
(6'- IWBASE COURSE)
OREMOVE AND DISPOSE OF EXIST TANK
STA 27+00 + (INCIDENTAL TO OTHER WORK)
6'TO 8'STREAMSIDE ROCKERY (LOCATION AS SHOWN)
STA 26+67 TO STA 27+25
(SEE SHT C-5)
(SEE SHT C-5)
LIGHT LOOSE RIPRAP (AT END OF ROCKERY
- 3 TONS)
WARNING
R. c.'. leG.
DATE
IF THIS BAR DOES
NOT MEASURE
THEN DRAWING IS
R_ -_ E..NO. DATE NOT TO SCALE.
A CULVERT
r
W/ CATcff__
;D9
.0
STREAMSIDE
F-C-1 ROCKERY - ------
LL4J W HEIGHT)
PLANTING NOTES: AREA 0 PHASE 2 NOTES.' AREA 0 PHASE 2 NOTES (CONT):
PJ LIVESTAKE (RED-OSIER DOGWOOD AND WILLOW). (D BRIDGE ABUTMENT REPLACEMENT (SEE SHT C-11) 9 CONSTRUCT ROCK WEIR (SEE SHT C-11)
SHEET NOTES.7
1. SEE SHEET G-2 FOR GENERAL NOTES.
2. SEE SHEET G-3 FOR SURVEY CONTROL POINTS.
3. FROM STA 29+00 TO STA 32 +00 PLACE LOD AND
BOULDER CLUSTERS IN LOCATIONS DESIGNATED BY
THE ENGINEER. PLAN FOR 4 SUCH LOCATIONS.
PLACEMENT OF LOD IS INCIDENTAL TO OTHER
WORK. FOUR (4) 2-3 MAN ROCKS (BOULDERD)
PER LOCATION MAXIMUM, TO BE LOCATED BY
THE ENGINEER.
F-A-1
BRIDGE NQ.-S
8' STREAMSIDE ROCKERY (LOCATION AS SHOWN)
B
RAISE ROAD GRADE
LIGHT LOOSE RIPRAP (AT END OF ROCKERY
STA 28+77±
I C-11
I ABUTMENT REPAIR
(INCIDENTAL TO OTHER WORK)
(lZ WIDTH)
INSTALL 15'CPEP CULVERT
REMOVE DEAD TREE (INCIDENTAL TO OTHER WORK)
STA 28-77Y
13
ROCK LINED DITCH (60 LF)
------------
--------- --------------------
RIPRAP INLET /OUTLET (3 TONS, EACH LOCATION)
14
RAISE ROAD GRADE �V WAs
STA 29-40 TO STA 30+30
6
RAISE ROAD GRADE 3 FT (APPROX)
A
C-14
ROCK LINED
DITCH
STA 2845 TO STA 29+40
Z
QN� 7
13
5 4
QD
(SEE SHT C-71 b
12
2.5' - 2" TO 4" OUARRY SPALLS
------
29%
-- ---------------
k-----
J
-- . . . ........... ....
... ........ 14
. . . .... ......
STA 28+77t
IS'IIIIIIII`2029 JEXPIRES: 12/13 —1
OREMOVE
EXIST GABION (INCIDENTAL TO OTHER WORK)
..... . ......... ... -- ---------
-7-
..........
------------
----------
....... ........... . .
HONEY CREEK INTERIM REPAIRS - PHASE 2
REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS
WWP-22-2029
PLAN IMPROVEMENTS
pi... .......
............. N
RAISE ROAD GRADE
00' WIDTH)
j::ue
AREA N - PHASE 2 NOTES.'
(NOT USED)
2 RAISE ROAD GRADE
STA 25+50 TO STA 27+90
(6'- IWBASE COURSE)
OREMOVE AND DISPOSE OF EXIST TANK
STA 27+00 + (INCIDENTAL TO OTHER WORK)
6'TO 8'STREAMSIDE ROCKERY (LOCATION AS SHOWN)
STA 26+67 TO STA 27+25
(SEE SHT C-5)
(SEE SHT C-5)
LIGHT LOOSE RIPRAP (AT END OF ROCKERY
- 3 TONS)
WARNING
R. c.'. leG.
DATE
IF THIS BAR DOES
NOT MEASURE
THEN DRAWING IS
R_ -_ E..NO. DATE NOT TO SCALE.
A CULVERT
r
W/ CATcff__
;D9
.0
STREAMSIDE
F-C-1 ROCKERY - ------
LL4J W HEIGHT)
PLANTING NOTES: AREA 0 PHASE 2 NOTES.' AREA 0 PHASE 2 NOTES (CONT):
PJ LIVESTAKE (RED-OSIER DOGWOOD AND WILLOW). (D BRIDGE ABUTMENT REPLACEMENT (SEE SHT C-11) 9 CONSTRUCT ROCK WEIR (SEE SHT C-11)
SHEET NOTES.7
1. SEE SHEET G-2 FOR GENERAL NOTES.
2. SEE SHEET G-3 FOR SURVEY CONTROL POINTS.
3. FROM STA 29+00 TO STA 32 +00 PLACE LOD AND
BOULDER CLUSTERS IN LOCATIONS DESIGNATED BY
THE ENGINEER. PLAN FOR 4 SUCH LOCATIONS.
PLACEMENT OF LOD IS INCIDENTAL TO OTHER
WORK. FOUR (4) 2-3 MAN ROCKS (BOULDERD)
PER LOCATION MAXIMUM, TO BE LOCATED BY
THE ENGINEER.
(NOT USED)
l0
8' STREAMSIDE ROCKERY (LOCATION AS SHOWN)
TREMOVE
FENCE POSTS
LIGHT LOOSE RIPRAP (AT END OF ROCKERY
STA 28+77±
3 TONS)
(INCIDENTAL TO OTHER WORK)
INSTALL 15'CPEP CULVERT
REMOVE DEAD TREE (INCIDENTAL TO OTHER WORK)
STA 28-77Y
13
ROCK LINED DITCH (60 LF)
5
RIPRAP INLET /OUTLET (3 TONS, EACH LOCATION)
14
RAISE ROAD GRADE �V WAs
STA 29-40 TO STA 30+30
6
RAISE ROAD GRADE 3 FT (APPROX)
(6"- /%4" BASE COURSE)
STA 2845 TO STA 29+40
6�' - 1% " BASE COURSE
p
QD
(SEE SHT C-71 b
2.5' - 2" TO 4" OUARRY SPALLS
29%
INSTALL TYPE / CATCH BASIN
IST
ONAL
STA 28+77t
IS'IIIIIIII`2029 JEXPIRES: 12/13 —1
OREMOVE
EXIST GABION (INCIDENTAL TO OTHER WORK)
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
HONEY CREEK INTERIM REPAIRS - PHASE 2
REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS
WWP-22-2029
PLAN IMPROVEMENTS
STA. 27+00 TO STA. 30+00
DESIGNED:
DATE: 6/94
FILE NAME:
PLAN REVIEW
DATE
WASTEWATER L7;LITY
'AT'
DRAW—
CHECKED
SCALE: AS NOTED
FIELD BOOK: PAGE:
I RECORD DRAWING—AS BUILT
DGP JEB DEC. 22 1994
NO. REVISION
BY APPR. DATE
SHEET: C-6 OF: