HomeMy WebLinkAboutS-20292A/- EXIST, GROUND LINE
EXIST. OR FINISH
q ROCK LINED
VAR I DITCH
__....... _.'ALLS
76" THICKNESS)
TOP OF BANK
BUTTRESS ROCKS I
1 9 I
1 I 1
1
I
MAIN WEIR ROCK",
(SEE SIDE VIEW)
----------L----------------
NOTCH ROCK
(SEE SIDE VIEW)
FLOW
�I -------
MAIN WEIR ROCKS
(SEE SIDE VIEW)
-----------------------------
1
1
I
I
� I I
i I 1
i I 1
I I t
BUTTRESS ROCKS
INDICATES LOW FLOW CHANNEL
(WIDTH AS DIRECTED)
ROCKERY WALL
(SEE ROCKERY DETAIL)
-- -F- - - -- - - -- --- -� - - -- r---- -r - - --
I I I I
I I I t t
I I ( I
BED CONTROL RACKS ±
I I I I
J) THIS ROCK IS PART OF THE ROCKERY WALL
/ I
' I
SUPPORT ROCKS
I
(SEE SIDE VIEW)
FLOW
I I
I
PLUNGE POOL AREA
1� I
THIS ROCK IS PART OF THE ROCKERY WALL
--- - - - - -! -- --------- T----
J" I I
I I I I I
t I I I l
TOP OF BANK
ROCKERY WALL
TOP VIEW
NTS
NOTE:
1. ALL ROCK SHALL BE KEYED TOGETHER INTO THE ARCH SHAPES SHOWN.
2, SUPPORT ROCKS ARE KEYED IN UNDER AND IN FRONT OF MAIN WEIR ROCKS (SEE SIDE VIEW).
MAXIMUM DIMENSION OF ROCK
MEASURED PARALLEL TO FLOW
3' MIN.
8" — l2" QUARRY
5 MAN 3 MAN 2 MAN 3 —MAN 5 MAN
LOW FLOW NOTCH
ROCK
ROCK ROCK I ROCK ROCK
I
BASE ROCK — DROP SEAT
PLUNGE POOL AREA
MAXIMUM DIMENSION OF ROCK
REVEGETATE
REVEGETATE SLOPE
MEASURED PARALLEL TO FLOW
SLOPE
/ SECTION
((2" LAYER THICKNESS)
TOPSOIL,
— NTS
EXCAVATION LIMIT
TOPSOIL
(4" THICK. MIN.
(2" - 4" QUARRY SPALLS)
SUPPORT ROCK slow
1. ROCK WEIRS ARE EXPECTED TO REQUIRE: WA,
(4" THICK, MIND
ae
7 — 9 C.Y. OF 3 TO 4 MAN ROCK
-
WIDTH VARIES
3 — 5 C.Y. OF RAILROAD BALLAST F°
DEPARTMENT OF PUBLIC WORKS
NATIVE BACKFILL (IF SUITABLE
3 — 5 C.Y. OF 6" TO 18" ROUND ROCK _
REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS
-22 -2029
WA
2. THE CONTRACTOR SHALL ESTABLISH (WITH THE ENGINEER) of '6':`
�SSIONAB
OR IMPORTED GRANULAR BORROW
0 /ZING I
THE LOW FLOW NOTCH ELEVATION. AN OFFSET HUB SHALL BE ��Gti
FILE NAME:
R. c. r; —DATE
�
SET AT EACH WEIR SUITABLE FOR CHECKING THE ELEVATION.
WATER SURFACE - NORMAL HIGH WATER
SCALE: NONE
�
EX7iRE'1277
WASTEWATER UTILITY DATE
6
(ELEV. VARIES)
EXCAVATION LIMIT (0.25 — 0.75: 1 )
Q
6' LOW FLOW NOTCH
(LOCATION AS DIRECTED)
1G
$
!
ti a
EXCAVATE TO STABLE BACKSLOPE
)�
0 0 0 0 0 0 0
TOP OF BANK
BUTTRESS ROCKS I
1 9 I
1 I 1
1
I
MAIN WEIR ROCK",
(SEE SIDE VIEW)
----------L----------------
NOTCH ROCK
(SEE SIDE VIEW)
FLOW
�I -------
MAIN WEIR ROCKS
(SEE SIDE VIEW)
-----------------------------
1
1
I
I
� I I
i I 1
i I 1
I I t
BUTTRESS ROCKS
INDICATES LOW FLOW CHANNEL
(WIDTH AS DIRECTED)
ROCKERY WALL
(SEE ROCKERY DETAIL)
-- -F- - - -- - - -- --- -� - - -- r---- -r - - --
I I I I
I I I t t
I I ( I
BED CONTROL RACKS ±
I I I I
J) THIS ROCK IS PART OF THE ROCKERY WALL
/ I
' I
SUPPORT ROCKS
I
(SEE SIDE VIEW)
FLOW
I I
I
PLUNGE POOL AREA
1� I
THIS ROCK IS PART OF THE ROCKERY WALL
--- - - - - -! -- --------- T----
J" I I
I I I I I
t I I I l
TOP OF BANK
ROCKERY WALL
TOP VIEW
NTS
NOTE:
1. ALL ROCK SHALL BE KEYED TOGETHER INTO THE ARCH SHAPES SHOWN.
2, SUPPORT ROCKS ARE KEYED IN UNDER AND IN FRONT OF MAIN WEIR ROCKS (SEE SIDE VIEW).
MAXIMUM DIMENSION OF ROCK
MEASURED PARALLEL TO FLOW
3' MIN.
8" — l2" QUARRY
5 MAN 3 MAN 2 MAN 3 —MAN 5 MAN
LOW FLOW NOTCH
ROCK
ROCK ROCK I ROCK ROCK
12" MIN. EMBEDDEDNESS
BASE ROCK — DROP SEAT
PLUNGE POOL AREA
MAXIMUM DIMENSION OF ROCK
IN QUARRY SPALLS
BED CONTROL
ROCKS (2 MAN)
MEASURED PARALLEL TO FLOW
2" - 4" QUARRY SPALLS
/ SECTION
((2" LAYER THICKNESS)
— NTS
EXCAVATION LIMIT
NOTES:
g ROCK WEIR
(2" - 4" QUARRY SPALLS)
SUPPORT ROCK slow
1. ROCK WEIRS ARE EXPECTED TO REQUIRE: WA,
VAR
ae
7 — 9 C.Y. OF 3 TO 4 MAN ROCK
-
NTS
3 — 5 C.Y. OF RAILROAD BALLAST F°
DEPARTMENT OF PUBLIC WORKS
3 — 5 C.Y. OF 6" TO 18" ROUND ROCK _
REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS
-22 -2029
WA
2. THE CONTRACTOR SHALL ESTABLISH (WITH THE ENGINEER) of '6':`
�SSIONAB
0 /ZING I
THE LOW FLOW NOTCH ELEVATION. AN OFFSET HUB SHALL BE ��Gti
FILE NAME:
R. c. r; —DATE
DGP JEB
SET AT EACH WEIR SUITABLE FOR CHECKING THE ELEVATION.
RLAN REw =w DATE
SCALE: NONE
IF THIS BAR DOES
NOT MEASURE I'
EX7iRE'1277
WASTEWATER UTILITY DATE
R.C.E.NC. DATE
THEN DRAWING IS
NOT TO SCALE.
SHEET: C -14 OF:
MAIN WEIR ROCK
LOW FLOW NOTCH
NOTCH ROCK
o Q.
Q. WO
5` MIN.
PLUNGE POOL AREA
12" - 24" ROUND
BED CONTROL
ROCKS (2 MAN)
ROCK (IN POOL)
ZLFLOW
$ Q $ ° - —o— $_ -
N N
o Q.
Q. WO
0
BED CONTROL
ROCKS (2 MAN)
�—'
$ Q $ ° - —o— $_ -
EXCAVATION LIMIT
RAILROAD BALLAST
SIDE VIEW
NTS
(2" - 4" QUARRY SPALLS)
SUPPORT ROCK slow
2
SECTION
CITY OF RENTON
-
NTS
DEPARTMENT OF PUBLIC WORKS
HONEY CREEK INTERIM REPAIRS — PHASE 2
WWP
-22 -2029
CIVIL DETAILS - 3
DESIGNED:
DATE: 694
FILE NAME:
DGP JEB
DEC. 22 1994
DRAWN:
CHECKED:
SCALE: NONE
R&D BOOK: =AGE:
RECORD DRAWING -AS BUILT
REVISION
BY I APPR.'
DATE
SHEET: C -14 OF: