HomeMy WebLinkAboutS-2029144" - 6" QUARRY SPALLS
(1' MIN. THICKNESS BEHIND ROCKERY)
SIMILAR TO CITY OF RENTON 5' l0' 5'
STREAM BANK PROTECTION ROCKERY DETAIL SHT. 4.4
(WHERE SHOWN)
TOPSOIL 4" THICKNS PIPE. CATCH BASIN
I %4" CRUSHED SURFACING
(W ERRE REM FOR PLANTING) _ o AND QUARRY SPALLS
BASE COURSE ONLY WHERE SHOWN
WIDENED ROADWAY 1 /
AS SHOWN STREAM BED
9' MIN. - 12' MAX, 3 WATER DEPTH
- - - - -- o ---- - - - - -- S
4 VARIES SLOPE (SEE NOTE 4) o
(1 % MIN - 57 MAX) OVA' IOU,
o 0
SPALLS
ACCESS
BACKSLOPE 2 MAN
: - = : _ .' . _ : : • ROAD
I I I
(VARIES) �`�. -- - - - -_ _ -.w'-; TOE ROCKS
CUT SLOPE - =- =
(VARIES)
I I I
f <?6_ 'ry GEO FABRIC\ -
GEO FABRIC FOR FILL WR
GRAVEL 80RROIV ���n hY�� ACCESS ROAD i
FILL \Vil\1/�1 \Vi� 2 (WIDTH AS SHOWN)
J 2"- 4 OUARRY SPALLS
{� (BEHIND WALL) N j j
NATIVE BACKFILL OR SECTION
EXCAVATION SURFACE
GRAVEL BORROW NOTE. NTS EXCAVATION LIMIT I I
SECTION WHERE APPROVED
NTS !. THE ROCKERY HEIGHTS ARE NOTED ON THE PLAN SHEETS
2. BASE ROCKS SHOULD BE DROP SEATED INTO RAILROAD BALLAST. 1 I I
NOTE. 3. ROCK SIZES ARE SIMILAR TO CITY OF RENTON ROCKERY DETAIL SHEET 4.4.
1. SEE THE PLANS FOR THE RECONSTRUCTION WIDTH, 4. WHERE NOTED PROVIDE A 2' OFFSET I
(CENTER OF ROCK TO CENTER OF ROCK). o
A ROADWA F-C-1 STREAMSIDE�
VAR I RECONSTRUCTION I VAR I ROCKERY o a WHERE DIRECTED ANGLE CROSS- CULVERTS
DOWNSTREAM (TO AVIOD IMPACT TO THE
OPPOSITE STREAM BANK)
5' l0` 5'
PLAN
SCALE: % " =1' -Q"
1%Q" CRUSHED SURFACING
BASE COURSE
° (6" THICKNESS)
CRUSHED SURFACING BASE COURSE
(6° THICKNESS) - - - -- - - - - --
WIDENED ROADWAY
AS SHOWN o
V MIN. - 12' MAX. NATIVE - BACKFILL 4" - 6`" QUARRY SHOWN ON PLANS) SPALLS
\ TOPSOIL, 4 THICKNESS
SLOPE (\
\ (WHERE REVD. FOR PLANTING)
� (/% MIN - 5% MAXI GEO FABRIC
� STREAM BANK PROTECTION
(SEE OTHER DETAILS) /O'
� -- - _ ; -.: _- - -- - -- --- - - - - -- - - - - -- - - -- - • -� CULVERT (WHERE SHOWN)
- _ �:
EXISTING GROUND TNTS - - - - - -= - • NTS
- -- GEO FABRIC
t PROFILE
2" - 4" QUARRY SPALLS (DEPTH AS NOTED ON PLANS: SCALE. %Q " =1' -0"
IF NO DEPTH NOTED, SURFACE W/
BASE COURSE ONLY) CTION r1 DIPPED WATER CROSSING
DEPTH AS NOTED ON PLANS VAR
B RAISE ROAD GRADE IS
VAR
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
HONEY CREEK INTERIM REPAIRS
REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS W W P- 2 2 - 2 0 2
suaMlrreD WARNING RECORD DRAWING Q CIVIL DETAILS - I
SEE ORIGINAL CONTRACT DRAWINGS
Q Vz I FOR SEAL AND SIGNATURES DESIGNED: DATE: 5/93 FILE NAME:
PROJECT ENGINEER R. C.E.NO. DATE PLAN REVIEW DATE
9 -24 -93 DRAWN:
IF THIS BAR DOES SCALE: FIFO eo0x� PAGE:
NOT MEASURE I' WASTEtiYATER UTILITY DATE D RECORD DRAWING DPA JEB 9 -24 -93 CHECKED:
THEN DRAWING IS
MONTGOMERY WATSON R- C. E AG. DATE NOT TO SCALE. NO. I REVISION D`' APPR. DATE SHEET: C -17 DF: